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Failures Resulting from Static Loading


<a onClick="window.open('/olcweb/cgi/pluginpop.cgi?it=jpg::::/sites/dl/free/0072520361/82841/ch06shig.jpg','popWin', 'width=NaN,height=NaN,resizable,scrollbars');" href="#"><img valign="absmiddle" height="16" width="16" border="0" src="/olcweb/styles/shared/linkicons/image.gif"> (22.0K)</a> 6-1 Static Strength    255
6-2 Stress Concentration   256
6-3 Failure Theoriges   258
6-4 Maximum-Shear-Stress Theory for Ductile Materials   259
6-5 Distortion-Energy Theory for Ductile Materials   260
6-6 Coulomb-Mohr Theory for Ductile Materials   266
6-7 Failure of Ductile Materials Summary   269
6-8 Maximum-Normal-Stress Theory for Brittle Materials   272
6-9 Modifications of the Mohr Theory for Brittle Materials   274
6-10 Failure of Brittle Materials Summary   277
6-11 Selection of Failure Criteria   277
6-12 Static or Quasi-Static Loading on a Shaft   278
6-13 Introduction to Fracture Mechanics   281
6-14 Stochastic Analysis   290









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