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Connecting Rod

It is a Design procedure to make Connection Rods

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0% found this document useful (0 votes)
28 views2 pages

Connecting Rod

It is a Design procedure to make Connection Rods

Uploaded by

xaviyo1472
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF or read online on Scribd
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1+ Connecting rod cross section : ‘The axial stresses are produced due to cylindor gas pressure [compressive oniy) and the Inertia force ‘sng in account of reciprocating action (both tensile as wel as compressive), whereas bending stresses are caused due to the centrifugal effects. consists ofa long shank, a small end and a big end. The cross Section ofthe shank may be rectangular, circular tubular, -secion or H-secton. Generally ctcular section Is used for low speed engines while I-section is preferred for high speed engines. | section is used for adequate strength, stiffness and minimum weight of the connecting cod. Twice every revolution, the connecting rod comes to 2 stop. Ths exerts a massive pressure on the bigend bearing and ‘onthe itleend bearing. By reducing the mass ofthe rod, this pressure is reduced, The typical" section reduces the mass without weakening the rod "When gas force acts on connacting rod, it behaves lie a strut with both ends hinged in plane of rotation and both ends fixed In the perpendicular plane, The connecting rod fs equally strong if satisfies the condition: 4. jy where, = moment of inertia. Inthe plane of rotation connecting rod Is considered as a strut or column subjected to maximum compressive load Ona and pin joints at both the ends. Hence equivalent length Le Is equal to length between the supports in the plane perpendicular to the plane of rotation. Hf the ends are fixed the equivalent length Leis 2. _As rotation I very Important, the design of connecting od is based on buckling. 8 Rankin Formula, f= SBE Porson of rotation na doe f= 477 for plane perpendicular to plane of rotation Tons vada «and ar constant for eierent materi forsaie stress value F< Fy Asm Avo idee dey 1sh(les) 143(tan) < (2) ro La Ley Ve, Ket and yy = ALK?

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