The example MATLAB code C.7 numerically integrated the integrals in solution (8.5.9) for the case of the
Question:
The example MATLAB code C.7 numerically integrated the integrals in solution (8.5.9) for the case of the flat rigid punch problem. Modify this example code to handle the case of the cylindrical punch given by solution (8.5.13) and thus generate the τ, max contours shown in Fig. 8.43.
Equation 8.5.9
Equation 8.5.13
Fig 8.43
Transcribed Image Text:
2y p(s) (xs) - [ - a [(x x) + y] -a 0x = = Txy = ds a = p(s) (x - s) ds 22 [(x x) + y] T -a 2Py - + 1. -a 2y ra p(s) 2Py ds = = = 2 L [(x 5) + y] -1. -a (x-s) - /a. - 3 [(x s ) + y] 4 a 22 - - ds 1 ds - [( x s) + 1 ] (x - s) a 3 [ ( x s) + y ] ds
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Related Book For
Elasticity Theory Applications And Numerics
ISBN: 9780128159873
4th Edition
Authors: Martin H. Sadd Ph.D.
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