US20070125025A1 - Fastener pre-stressing joint - Google Patents
Fastener pre-stressing joint Download PDFInfo
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- US20070125025A1 US20070125025A1 US10/577,534 US57753404A US2007125025A1 US 20070125025 A1 US20070125025 A1 US 20070125025A1 US 57753404 A US57753404 A US 57753404A US 2007125025 A1 US2007125025 A1 US 2007125025A1
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- fastener
- joint
- bending
- stress
- shank
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- 238000005452 bending Methods 0.000 claims abstract description 62
- 238000009826 distribution Methods 0.000 claims description 17
- 230000003068 static effect Effects 0.000 abstract description 2
- 125000004122 cyclic group Chemical group 0.000 description 7
- 239000013598 vector Substances 0.000 description 6
- 230000008901 benefit Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004663 powder metallurgy Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16C—SHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
- F16C7/00—Connecting-rods or like links pivoted at both ends; Construction of connecting-rod heads
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L23/00—Flanged joints
- F16L23/04—Flanged joints the flanges being connected by members tensioned in the radial plane
- F16L23/08—Flanged joints the flanges being connected by members tensioned in the radial plane connection by tangentially arranged pin and nut
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B5/00—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them
- F16B5/02—Joining sheets or plates, e.g. panels, to one another or to strips or bars parallel to them by means of fastening members using screw-thread
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16C—SHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
- F16C7/00—Connecting-rods or like links pivoted at both ends; Construction of connecting-rod heads
- F16C7/02—Constructions of connecting-rods with constant length
- F16C7/023—Constructions of connecting-rods with constant length for piston engines, pumps or the like
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16C—SHAFTS; FLEXIBLE SHAFTS; ELEMENTS OR CRANKSHAFT MECHANISMS; ROTARY BODIES OTHER THAN GEARING ELEMENTS; BEARINGS
- F16C9/00—Bearings for crankshafts or connecting-rods; Attachment of connecting-rods
- F16C9/04—Connecting-rod bearings; Attachments thereof
Definitions
- This invention relates to fastened joint design, such as a bolted joint, and in particular to a joint that pre-stresses a fastener to result in a more uniform stress in the fastener at maximum application load.
- FIGS. 1A and 1B schematically illustrate two fasteners with the same axial application load (i.e., the load at the axis of the shank of the bolt).
- FIG. 1A illustrates a bending stress superimposed in the plane of the paper (in the plane of bending, so as to make the fastener shank 11 convex left) on the axial pre-stress so as to subject the shank 11 of the fastener 10 to bending and axial loads.
- FIG. 1A illustrates a bending stress superimposed in the plane of the paper (in the plane of bending, so as to make the fastener shank 11 convex left) on the axial pre-stress so as to subject the shank 11 of the fastener 10 to bending and axial loads.
- FIG. 1B illustrates the shank 11 of the fastener 10 subjected to only an axial load (no bending load), equal in magnitude to the axial load 12 at the center axis of the bolt in FIG. 1A , so that the average stress in both fasteners is the same.
- the bending stress in the fastener in FIG. 1A reduces the load carrying capacity of the fastener and joint.
- One side 14 of the fastener shank 11 in the plane of bending has higher stress than the other side 16 because of the induced bending. This is not a desirable condition because the stress distribution across the fastener shank causes high stress on side 14 of the fastener shank.
- a more desirable stress condition at maximum loading would be to have a uniform stress distribution across the fastener shank 11 in the plane of bending at maximum loading conditions as illustrated in FIG. 1B , where the stresses 12 , 14 and 16 are substantially equal.
- fastened joints cannot be designed to eliminate bending stresses in the fastener under all conditions, such as in a connecting rod joint where the application load is dynamic and therefore changes.
- the load being carried by the fastener is related to the average stress in the fastener.
- both fasteners 10 have the same average stress 12 but the fastener in FIG. 1A has a higher maximum stress 14 , as a result of the bending stress. If failure occurs it would occur at the point of highest stress along side 14 .
- bending stress added to the axial stress reduces the load carrying capability of a fastener compared to a fastener subjected to the same average stress but with a uniform stress distribution.
- an initial axial pre-stress is applied as a result of tightening or tensioning the fastener.
- This is represented by the uniform pre-stress components 18 .
- the joint is non-symmetric, it will compress more on one side than the other side of the fastener hole. This causes the fastener shank 11 to be subjected to bending stresses and the load to be applied in a non-uniform fashion across the fastener shank 11 . This is represented by the non-uniform components 20 .
- the application load is applied off-center to the fastener centerline, additional bending will occur in the fastener.
- FIG. 1A are the sum of the uniform components 18 and the non-uniform components 20 at maximum application load.
- Fastener joint design is limited by the highest stress level in the fastener including the bending stress, which makes a uniform stress profile as illustrated in FIG. 1B a more desirable choice.
- fastener as used herein is any type of fastener having a shank that is subjected to tensile forces when applied to a joint, such as bolts, rivets, rods (threaded, pinned, welded, etc.), screws, etc.
- bending stress refers to a non-uniform stress across the fastener shank.
- This invention includes the use of a nut in the joint system, which could act like a bolt head and therefore “head” of a fastener includes a nut, a bolt head or screw head, a rivet head or rivet flange, etc.
- This invention provides a bolt joint that at the maximum loading conditions in the service application of the joint the maximum stress will be reduced across the bolt shank. It does this by the joint inducing a bending stress in the fastener shank in the plane of bending of the application bending stress when the fastener is assembled to the joint.
- the bending stress induced by the joint is substantially inversely proportional to the bending stress induced in the plane of bending by the maximum application load that the fastener shank is subjected to in service so as to reduce the maximum stress when the maximum application load is applied.
- the invention also reduces the cyclical mean stress to which the fastener shank is subjected. This is especially useful to increase the fatigue life of the fastener.
- the bending stress induced by the joint is of a magnitude and direction to produce a substantially uniform stress distribution across the fastener shank in the plane of bending when the maximum application load is applied, to obtain the full advantage of the invention.
- the joint has a seat that the fastener bears against to induce tension in the shank and the seat is skewed at an angle other than 90 degrees to an axis of a fastener hole in the parts through which the shank extends.
- the seat is angled in a direction so as to induce bending stresses in the fastener opposite in direction to the bending stresses induced by the maximum application load.
- the joint has joint faces that face one another and are held together by the fastener, a portion of the joint faces defining between them an unsupported gap that induces bending stresses in the shank of the fastener opposite in direction to bending stresses induced by the maximum application load.
- a hole that extends in the parts and receives the fastener shank has a first portion in one of the parts and a second portion in the other part, with the first portion skewed relative to the second portion so as to induce bending stresses in the fastener opposite in direction to bending stresses induced by the maximum application load.
- the joint is a joint in a connecting rod connecting a bearing cap to a rod portion of the connecting rod.
- a bearing cap joint is an especially useful application of the invention because the fastener shank is subjected to a cyclic bending stress by the cyclic motion of the connecting rod, such that prestressing the fasteners using the invention can reduce the maximum application stress and the cyclic mean stress in the fastener shanks.
- FIG. 1A is a typical prior art bolt stress distribution diagram illustrating the stress distribution in a bolt subjected to bending and axial loading
- FIG. 1B is a typical prior art bolt stress distribution diagram illustrating the stress distribution in a bolt subjected to only axial loading, with the magnitude of axial loading equal to the loading at the axis of the bolt in FIG. 1A ;
- FIG. 2A is a view like FIG. 1A with the stress diagram illustrating the components of total stress as pre-stress and maximum stress;
- FIG. 2B is a view of a fastener comparable to FIG. 2A , but with a pre-stress and maximum stress distribution produced by a joint incorporating the invention;
- FIG. 3 is a view of a connecting rod bearing cap joint with an angled bolt seat according to the invention, the angle being exaggerated for illustrative purposes;
- FIG. 4 is a view like FIG. 3 but of a typical prior art connecting rod bearing cap joint
- FIG. 5 is a view of a connecting rod bearing cap joint with angled joint faces according to the invention, the angles being exaggerated for illustrative purposes;
- FIG. 6 is a view of a connecting rod bearing cap joint with the threaded fastener holes in the rod being angled inwardly according to the invention, the angles being exaggerated for illustrative purposes.
- the present invention provides a fastener clamped joint design that provides a substantially uniform stress load distribution in the fastener shank 11 at the maximum application loading conditions.
- the stress chart shows the initial pre-stress with a lower set of vector arrows 22 , 24 and 26 and the application stress by the upper set of vector arrows 28 , 30 and 32 .
- the average pre-stress and the average maximum stress are the same so each case would be handling the same system load; however using the invention results in a lower maximum stress under the application load.
- the joint application loads are cyclic as in a connecting rod bearing cap joint, the mean cyclic stress would be lower also. The total cyclic stress swing would remain the same.
- FIGS. 2A and 2B are simplified in that they do not show any incidental or accidental joint bending pre-stress. If there was joint bending pre-stress, the horizontal set of pre-stress vectors in FIG. 2A would be non-uniform (at some angle) and the corresponding pre-stress vectors in FIG. 2B would need to be adjusted to compensate for the bending pre-stress.
- Uniform stress distribution at maximum application loading can be accomplished in any number of ways.
- typical connecting rod bearing cap joints are made as illustrated in FIG. 3 , with each bolt joint seat 36 oriented 90° to the corresponding bolt hole 37 and threaded hole 39 centerline 38 , the unthreaded hole 37 being in the bearing cap 42 and the threaded hole 39 being in the connecting rod body 44 .
- One way to practice the present invention would be to skew each joint bolt seat 36 to the bolt hole 37 and threaded hole 39 centerline 38 by some small amount, chosen based on the maximum application loading that is to be cancelled or offset.
- the angle would be less than one degree, for example 0.125 degrees, depending on the magnitude of application loading.
- the angle must also be in the correct direction so that it cancels the bending stress at the maximum application (dynamic) loading condition, which is induced by the joint and application load. This is illustrated in FIG. 3 .
- Both seats 36 which are flat as illustrated, are machined or formed so as to both angle or skew inwardly in the direction of the plane of bending, so as to induce bending stresses in each bolt 10 that are counter to the bending stresses induced by the application load.
- the bolts 10 tend to bow outwardly (convex-out relative to the axis of the main bore 40 ) in the plane of the paper as a result of the skewed seats 36 , whereas the application load tends to bow the bolts 10 inwardly (convex-in relative to the axis of the main bore 40 ).
- the magnitude and direction of the angle of the seats 36 is chosen, and also the torque to which the bolts 10 are tightened is chosen, so as to produce a substantially uniform stress distribution in the shank of the fastener 10 at the maximum application load, as illustrated in FIG. 2B .
- the seat and bolt centerline would be 90 degrees to each other by virtue of the manufacturing process, like the typical joint shown in FIG. 3 .
- An additional or different process is needed to create the required bolt seat 36 skewness. This could be done in many different ways.
- the bolt seat 36 skewness of FIG. 4 could be forged into the bearing cap 42 .
- Another way would be to machine the bolt hole with one spindle along axis 38 and machine the bolt seat with another spindle at a small angle to the hole-drilling spindle.
- Yet another way would be to create the angle of the seats 36 by using the powder metallurgy process to form the skewness of each bolt seat 36 in the bearing cap 42 .
- Another way to create a uniform stress across the bolt shank 11 in the plane of bending at maximum application load is to make the joint faces, where they face each other near the center of the main bore 40 , at a small angle to each other tapering outwardly so as to create a small unsupported gap 48 between each set of the joint faces in the area adjacent to the bore 40 .
- One or both facing surfaces could be angled so as to create the gap 48 . This small angle (greatly exaggerated in FIG.
- the gap 48 may be closed or substantially closed, or not.
- the size of the gaps 48 and the torque to which the bolts 10 are tightened are chosen so as to produce a substantially uniform stress distribution in the shank 11 of the fastener 10 in the plane of bending at the maximum application load, as illustrated in FIG. 2B .
- angles of the axes 38 A and the torque to which the bolts 10 are tightened are chosen so as to produce a substantially uniform stress distribution in the bending plane in the shank 11 of the fastener 10 at the maximum application load, as illustrated in FIG. 2B .
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Shafts, Cranks, Connecting Bars, And Related Bearings (AREA)
- Connection Of Plates (AREA)
- Mounting Of Bearings Or Others (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Clamps And Clips (AREA)
Abstract
Fastener joints induce static pre-stresses into a fastener that clamps the joint in a magnitude equal and direction opposite from bending stresses induced in the fastener by application loading. Such joints include angling the bolts seats of a connecting rod bearing cap inwardly, creating a relief at the bolted interface between the cap and the rod adjacent to the main bore of the connecting rod or skewing the threaded holes in the rod body inwardly as they extend from the bolted joint faces.
Description
- This claims the benefit of U.S. Provisional Patent Application No. 60/516,488 filed Oct. 31, 2003.
- This invention relates to fastened joint design, such as a bolted joint, and in particular to a joint that pre-stresses a fastener to result in a more uniform stress in the fastener at maximum application load.
- Bending stress is induced across the
shank 11 of a fastener such as a bolt in the plane of bending when the joint is non-symmetric and when the fastener loading is not on the centerline of the fastener.FIGS. 1A and 1B schematically illustrate two fasteners with the same axial application load (i.e., the load at the axis of the shank of the bolt).FIG. 1A illustrates a bending stress superimposed in the plane of the paper (in the plane of bending, so as to make thefastener shank 11 convex left) on the axial pre-stress so as to subject theshank 11 of thefastener 10 to bending and axial loads.FIG. 1B illustrates theshank 11 of thefastener 10 subjected to only an axial load (no bending load), equal in magnitude to theaxial load 12 at the center axis of the bolt inFIG. 1A , so that the average stress in both fasteners is the same. - The bending stress in the fastener in
FIG. 1A reduces the load carrying capacity of the fastener and joint. Oneside 14 of thefastener shank 11 in the plane of bending has higher stress than the other side 16 because of the induced bending. This is not a desirable condition because the stress distribution across the fastener shank causes high stress onside 14 of the fastener shank. A more desirable stress condition at maximum loading would be to have a uniform stress distribution across thefastener shank 11 in the plane of bending at maximum loading conditions as illustrated inFIG. 1B , where the 12, 14 and 16 are substantially equal. In some cases, fastened joints cannot be designed to eliminate bending stresses in the fastener under all conditions, such as in a connecting rod joint where the application load is dynamic and therefore changes.stresses - The load being carried by the fastener is related to the average stress in the fastener. In
FIGS. 1A and 1B , bothfasteners 10 have the sameaverage stress 12 but the fastener inFIG. 1A has a highermaximum stress 14, as a result of the bending stress. If failure occurs it would occur at the point of highest stress alongside 14. Thus, bending stress added to the axial stress reduces the load carrying capability of a fastener compared to a fastener subjected to the same average stress but with a uniform stress distribution. - Referring to
FIG. 2A , when fastening a joint, an initial axial pre-stress is applied as a result of tightening or tensioning the fastener. This is represented by the uniform pre-stresscomponents 18. If the joint is non-symmetric, it will compress more on one side than the other side of the fastener hole. This causes thefastener shank 11 to be subjected to bending stresses and the load to be applied in a non-uniform fashion across thefastener shank 11. This is represented by thenon-uniform components 20. In addition, if the application load is applied off-center to the fastener centerline, additional bending will occur in the fastener. The 12, 14 and 16 instress components FIG. 1A are the sum of theuniform components 18 and thenon-uniform components 20 at maximum application load. Fastener joint design is limited by the highest stress level in the fastener including the bending stress, which makes a uniform stress profile as illustrated inFIG. 1B a more desirable choice. - The word “fastener” as used herein is any type of fastener having a shank that is subjected to tensile forces when applied to a joint, such as bolts, rivets, rods (threaded, pinned, welded, etc.), screws, etc. The word “bending stress” refers to a non-uniform stress across the fastener shank. This invention includes the use of a nut in the joint system, which could act like a bolt head and therefore “head” of a fastener includes a nut, a bolt head or screw head, a rivet head or rivet flange, etc.
- This invention provides a bolt joint that at the maximum loading conditions in the service application of the joint the maximum stress will be reduced across the bolt shank. It does this by the joint inducing a bending stress in the fastener shank in the plane of bending of the application bending stress when the fastener is assembled to the joint. The bending stress induced by the joint is substantially inversely proportional to the bending stress induced in the plane of bending by the maximum application load that the fastener shank is subjected to in service so as to reduce the maximum stress when the maximum application load is applied.
- By so doing, the invention also reduces the cyclical mean stress to which the fastener shank is subjected. This is especially useful to increase the fatigue life of the fastener.
- In a useful aspect of the invention, the bending stress induced by the joint is of a magnitude and direction to produce a substantially uniform stress distribution across the fastener shank in the plane of bending when the maximum application load is applied, to obtain the full advantage of the invention.
- In one form of the invention, the joint has a seat that the fastener bears against to induce tension in the shank and the seat is skewed at an angle other than 90 degrees to an axis of a fastener hole in the parts through which the shank extends. The seat is angled in a direction so as to induce bending stresses in the fastener opposite in direction to the bending stresses induced by the maximum application load. Thereby, the bending stresses induced by the joint cancel the bending stresses induced by the application load to reduce the maximum application load on the shank of the fastener and to reduce the cyclic mean stress to which the fastener shank is subjected.
- In another way of practicing the invention, the joint has joint faces that face one another and are held together by the fastener, a portion of the joint faces defining between them an unsupported gap that induces bending stresses in the shank of the fastener opposite in direction to bending stresses induced by the maximum application load.
- In another ways of practicing the invention, a hole that extends in the parts and receives the fastener shank has a first portion in one of the parts and a second portion in the other part, with the first portion skewed relative to the second portion so as to induce bending stresses in the fastener opposite in direction to bending stresses induced by the maximum application load.
- These different ways of practicing the invention can be practiced alone or in any combination with one another.
- In an especially useful form, the joint is a joint in a connecting rod connecting a bearing cap to a rod portion of the connecting rod. A bearing cap joint is an especially useful application of the invention because the fastener shank is subjected to a cyclic bending stress by the cyclic motion of the connecting rod, such that prestressing the fasteners using the invention can reduce the maximum application stress and the cyclic mean stress in the fastener shanks.
- The foregoing and other objects and advantages of the invention will appear in the detailed description which follows. In the description, reference is made to the accompanying drawings which illustrate a preferred embodiment of the invention.
-
FIG. 1A is a typical prior art bolt stress distribution diagram illustrating the stress distribution in a bolt subjected to bending and axial loading; -
FIG. 1B is a typical prior art bolt stress distribution diagram illustrating the stress distribution in a bolt subjected to only axial loading, with the magnitude of axial loading equal to the loading at the axis of the bolt inFIG. 1A ; -
FIG. 2A is a view likeFIG. 1A with the stress diagram illustrating the components of total stress as pre-stress and maximum stress; -
FIG. 2B is a view of a fastener comparable toFIG. 2A , but with a pre-stress and maximum stress distribution produced by a joint incorporating the invention; -
FIG. 3 is a view of a connecting rod bearing cap joint with an angled bolt seat according to the invention, the angle being exaggerated for illustrative purposes; -
FIG. 4 is a view likeFIG. 3 but of a typical prior art connecting rod bearing cap joint; -
FIG. 5 is a view of a connecting rod bearing cap joint with angled joint faces according to the invention, the angles being exaggerated for illustrative purposes; and -
FIG. 6 is a view of a connecting rod bearing cap joint with the threaded fastener holes in the rod being angled inwardly according to the invention, the angles being exaggerated for illustrative purposes. - Referring to
FIG. 2B , the present invention provides a fastener clamped joint design that provides a substantially uniform stress load distribution in thefastener shank 11 at the maximum application loading conditions. InFIG. 2B , the stress chart shows the initial pre-stress with a lower set of 22, 24 and 26 and the application stress by the upper set ofvector arrows 28, 30 and 32. In bothvector arrows FIG. 2A andFIG. 2B the average pre-stress and the average maximum stress are the same so each case would be handling the same system load; however using the invention results in a lower maximum stress under the application load. In the case where the joint application loads are cyclic as in a connecting rod bearing cap joint, the mean cyclic stress would be lower also. The total cyclic stress swing would remain the same. - The schematic stress charts of
FIGS. 2A and 2B are simplified in that they do not show any incidental or accidental joint bending pre-stress. If there was joint bending pre-stress, the horizontal set of pre-stress vectors inFIG. 2A would be non-uniform (at some angle) and the corresponding pre-stress vectors inFIG. 2B would need to be adjusted to compensate for the bending pre-stress. - Uniform stress distribution at maximum application loading can be accomplished in any number of ways. Currently, typical connecting rod bearing cap joints are made as illustrated in
FIG. 3 , with each boltjoint seat 36 oriented 90° to thecorresponding bolt hole 37 and threadedhole 39centerline 38, the unthreadedhole 37 being in thebearing cap 42 and the threadedhole 39 being in the connectingrod body 44. This yields a stress distribution substantially as inFIG. 2A , with thevectors 18 representing the static pre-stress and thevectors 20 representing the dynamic application loading. Note that in this case, the maximum stress occurs on the inner side (toward the crankshaft bore 40 of bothseats 36. - One way to practice the present invention would be to skew each
joint bolt seat 36 to thebolt hole 37 and threadedhole 39centerline 38 by some small amount, chosen based on the maximum application loading that is to be cancelled or offset. Typically, the angle would be less than one degree, for example 0.125 degrees, depending on the magnitude of application loading. The angle must also be in the correct direction so that it cancels the bending stress at the maximum application (dynamic) loading condition, which is induced by the joint and application load. This is illustrated inFIG. 3 . Bothseats 36, which are flat as illustrated, are machined or formed so as to both angle or skew inwardly in the direction of the plane of bending, so as to induce bending stresses in eachbolt 10 that are counter to the bending stresses induced by the application load. In other words, thebolts 10 tend to bow outwardly (convex-out relative to the axis of the main bore 40) in the plane of the paper as a result of the skewedseats 36, whereas the application load tends to bow thebolts 10 inwardly (convex-in relative to the axis of the main bore 40). The magnitude and direction of the angle of theseats 36 is chosen, and also the torque to which thebolts 10 are tightened is chosen, so as to produce a substantially uniform stress distribution in the shank of thefastener 10 at the maximum application load, as illustrated inFIG. 2B . - If in
FIG. 4 the 37, 39 and bolt-joint seat are machined along thebolt hole same spindle centerline 38, the seat and bolt centerline would be 90 degrees to each other by virtue of the manufacturing process, like the typical joint shown inFIG. 3 . An additional or different process is needed to create the requiredbolt seat 36 skewness. This could be done in many different ways. For example, thebolt seat 36 skewness ofFIG. 4 could be forged into thebearing cap 42. Another way would be to machine the bolt hole with one spindle alongaxis 38 and machine the bolt seat with another spindle at a small angle to the hole-drilling spindle. Yet another way would be to create the angle of theseats 36 by using the powder metallurgy process to form the skewness of eachbolt seat 36 in thebearing cap 42. - Another way to create a uniform stress across the
bolt shank 11 in the plane of bending at maximum application load is to make the joint faces, where they face each other near the center of themain bore 40, at a small angle to each other tapering outwardly so as to create a smallunsupported gap 48 between each set of the joint faces in the area adjacent to thebore 40. This is illustrated inFIG. 5 . One or both facing surfaces could be angled so as to create thegap 48. This small angle (greatly exaggerated inFIG. 5 ; may be less than one degree depending on the magnitude of the application load to be cancelled) could be machined on the faces, formed by forging or powder metallurgy, or the joint could be plastically deformed to create the gap, which latter method could be incorporated into an otherwise typical fracture splitting production process of a rod and cap of a connecting rod. This allows thecap 42 to flex toward therod member 44 in the areas of the gaps formed by the angles, which has the effect of subjecting theshanks 11 of thefasteners 10 to bending stresses so as to bow them outwardly. When thebolts 10 are tightened, thegap 48 may be closed or substantially closed, or not. The size of thegaps 48 and the torque to which thebolts 10 are tightened are chosen so as to produce a substantially uniform stress distribution in theshank 11 of thefastener 10 in the plane of bending at the maximum application load, as illustrated inFIG. 2B . - Yet another way to create a uniform stress in the plane of bending across the
bolt shank 11 at maximum application load would be to create thecenterline 38A of the threadedhole 39 at a small angle to thebolt hole 37 and (unbent)bolt 10centerline 38B as illustrated inFIG. 6 . Again, the angles of theaxes 38A are greatly exaggerated and may be less than one degree relative to theaxes 38B. These bow theshanks 11 of thebolts 10 outwardly, as in the previously described embodiments, to yield a uniform stress distribution across the bolt shank in the bending plane at maximum application load, with a reduced cyclical mean stress and reduced maximum stress in thebolt shank 11. The angles of theaxes 38A and the torque to which thebolts 10 are tightened are chosen so as to produce a substantially uniform stress distribution in the bending plane in theshank 11 of thefastener 10 at the maximum application load, as illustrated inFIG. 2B . - Preferred embodiments of the invention have been described in considerable detail. Many modifications and variations to the preferred embodiments described will be apparent to a person of ordinary skill in the art. Therefore, the invention should not be limited to the embodiments described.
Claims (8)
1. In a joint between at least two parts clamped by a fastener having a shank in tension that holds the parts together, the improvement wherein the joint induces a bending stress in the fastener shank in a plane of bending when the fastener is assembled to the joint, the bending stress induced by the joint being substantially inversely proportional to a bending stress induced in the plane of bending by a maximum application load that the fastener shank is subjected to in service so as to reduce the maximum stress when the maximum application load is applied.
2. The improvement of claim 1 , wherein the bending stress induced by the joint is of a magnitude and direction to produce a substantially uniform stress distribution across the fastener shank in the plane of bending when the maximum application load is applied.
3. The improvement of claim 1 , wherein the joint has a seat that the fastener bears against to induce tension in the shank and the seat is skewed at an angle other than 90 degrees to an axis of a fastener hole in the parts through which the shank extends in a direction so as to induce bending stresses in the shank of the fastener opposite in direction to bending stresses induced by the maximum application load.
4. The improvement of claim 1 , wherein the joint has joint faces that face one another and are held together by the fastener, a portion of the joint faces defining between them an unsupported gap that induces bending stresses in the shank of the fastener opposite in direction to bending stresses induced by the maximum application load.
5. The improvement of claim 1 , wherein a hole that extends in the parts and receives the fastener shank has a first portion in one of the parts and a second portion in the other part, wherein the first portion is skewed relative to the second portion so as to induce bending stresses in the fastener opposite in direction to bending stresses induced by the maximum application load.
6. The improvement of claim 5 , wherein the second portion is threaded.
7. The improvement of claim 5 , wherein the first portion is adjacent to a fastener seat that is substantially perpendicular to an axis of the first portion.
8. The improvement of claim 1 , wherein the joint is a joint in a connecting rod connecting a bearing cap to a rod portion of the connecting rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US10/577,534 US20070125025A1 (en) | 2003-10-31 | 2004-10-28 | Fastener pre-stressing joint |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US51648803P | 2003-10-31 | 2003-10-31 | |
| PCT/US2004/035796 WO2005045262A2 (en) | 2003-10-31 | 2004-10-28 | Fastener pre-stressing joint |
| US10/577,534 US20070125025A1 (en) | 2003-10-31 | 2004-10-28 | Fastener pre-stressing joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20070125025A1 true US20070125025A1 (en) | 2007-06-07 |
Family
ID=34572886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US10/577,534 Abandoned US20070125025A1 (en) | 2003-10-31 | 2004-10-28 | Fastener pre-stressing joint |
Country Status (8)
| Country | Link |
|---|---|
| US (1) | US20070125025A1 (en) |
| EP (1) | EP1690030A4 (en) |
| JP (1) | JP2007516391A (en) |
| KR (1) | KR20070001068A (en) |
| CN (1) | CN1875215A (en) |
| BR (1) | BRPI0415969A (en) |
| MX (1) | MXPA06004643A (en) |
| WO (1) | WO2005045262A2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150240864A1 (en) * | 2011-01-24 | 2015-08-27 | Nissan Motor Co., Ltd. | Connecting rod for an engine and method of making thereof |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2985478B1 (en) * | 2014-08-14 | 2019-03-06 | Caterpillar Energy Solutions GmbH | Method for connecting two members |
| JP7659186B2 (en) * | 2021-07-15 | 2025-04-09 | 横浜ゴム株式会社 | Mounting structure for a mounted part and a flange head mounting structure for an end of a hose pipe |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1355261A (en) * | 1919-04-11 | 1920-10-12 | Alexis R Pribil | Connecting-rod |
| US3438417A (en) * | 1967-01-20 | 1969-04-15 | Eaton Yale & Towne | Canting lock bolt |
| US3771817A (en) * | 1969-09-18 | 1973-11-13 | E Schnabel | Joint of two mutually braces metal parts covered with plastic material |
| US4749310A (en) * | 1986-09-30 | 1988-06-07 | Birmingham Bolt Company, Inc. | Mine roof truss |
| US4860419A (en) * | 1987-08-17 | 1989-08-29 | General Motors Corporation | Split bearing assemblies, method for making |
| US5208979A (en) * | 1991-09-19 | 1993-05-11 | Howard Schmidt | Prefracture laser formation of a stress riser groove |
| US5238329A (en) * | 1991-08-23 | 1993-08-24 | Dyckerhoff & Widmann Ag Of Munich | Mine roof support system |
| US5466095A (en) * | 1993-06-10 | 1995-11-14 | Scott Investment Partners | Underground support system and method of support |
| US6309135B1 (en) * | 1999-09-09 | 2001-10-30 | L.H. Thomson Company, Inc. | Object clamp including clamp members and associated methods |
| US6912928B1 (en) * | 1999-09-09 | 2005-07-05 | L.H. Thomson Company, Inc. | Bicycle stem including enhanced clamp and associated methods |
| US6961997B2 (en) * | 2002-07-16 | 2005-11-08 | Yamaha Hatsudoki Kabushiki Kaisha | Fracture split method for connecting rod |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0596538U (en) * | 1992-06-05 | 1993-12-27 | 株式会社小松製作所 | Connecting rod cap for internal combustion engine |
| JP3460296B2 (en) * | 1994-03-09 | 2003-10-27 | いすゞ自動車株式会社 | Connecting rod |
| JPH116518A (en) * | 1997-06-19 | 1999-01-12 | Fuji Heavy Ind Ltd | Connecting rod |
-
2004
- 2004-10-28 JP JP2006538241A patent/JP2007516391A/en active Pending
- 2004-10-28 US US10/577,534 patent/US20070125025A1/en not_active Abandoned
- 2004-10-28 WO PCT/US2004/035796 patent/WO2005045262A2/en not_active Ceased
- 2004-10-28 MX MXPA06004643A patent/MXPA06004643A/en not_active Application Discontinuation
- 2004-10-28 CN CNA2004800320748A patent/CN1875215A/en active Pending
- 2004-10-28 EP EP04796638A patent/EP1690030A4/en not_active Withdrawn
- 2004-10-28 KR KR1020067010219A patent/KR20070001068A/en not_active Withdrawn
- 2004-10-28 BR BRPI0415969-1A patent/BRPI0415969A/en not_active IP Right Cessation
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1355261A (en) * | 1919-04-11 | 1920-10-12 | Alexis R Pribil | Connecting-rod |
| US3438417A (en) * | 1967-01-20 | 1969-04-15 | Eaton Yale & Towne | Canting lock bolt |
| US3771817A (en) * | 1969-09-18 | 1973-11-13 | E Schnabel | Joint of two mutually braces metal parts covered with plastic material |
| US4749310A (en) * | 1986-09-30 | 1988-06-07 | Birmingham Bolt Company, Inc. | Mine roof truss |
| US4860419A (en) * | 1987-08-17 | 1989-08-29 | General Motors Corporation | Split bearing assemblies, method for making |
| US5238329A (en) * | 1991-08-23 | 1993-08-24 | Dyckerhoff & Widmann Ag Of Munich | Mine roof support system |
| US5208979A (en) * | 1991-09-19 | 1993-05-11 | Howard Schmidt | Prefracture laser formation of a stress riser groove |
| US5466095A (en) * | 1993-06-10 | 1995-11-14 | Scott Investment Partners | Underground support system and method of support |
| US6309135B1 (en) * | 1999-09-09 | 2001-10-30 | L.H. Thomson Company, Inc. | Object clamp including clamp members and associated methods |
| US6912928B1 (en) * | 1999-09-09 | 2005-07-05 | L.H. Thomson Company, Inc. | Bicycle stem including enhanced clamp and associated methods |
| US6961997B2 (en) * | 2002-07-16 | 2005-11-08 | Yamaha Hatsudoki Kabushiki Kaisha | Fracture split method for connecting rod |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150240864A1 (en) * | 2011-01-24 | 2015-08-27 | Nissan Motor Co., Ltd. | Connecting rod for an engine and method of making thereof |
| US9784304B2 (en) * | 2011-01-24 | 2017-10-10 | Nissan Motor Co., Ltd. | Connecting rod for an engine and method of making thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2005045262A2 (en) | 2005-05-19 |
| JP2007516391A (en) | 2007-06-21 |
| EP1690030A4 (en) | 2008-06-25 |
| WO2005045262A3 (en) | 2005-08-25 |
| CN1875215A (en) | 2006-12-06 |
| BRPI0415969A (en) | 2007-01-23 |
| EP1690030A2 (en) | 2006-08-16 |
| KR20070001068A (en) | 2007-01-03 |
| MXPA06004643A (en) | 2006-06-27 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |