Introduction to Nonlinear Analysis - MIT OpenCourseWare
1-28 Introduction to Nonlinear Analysis Slide 1-1 Slide 1-2 R ~ 100in. h ~ 1in. E =1.0x10' Ib/in2 II =113 O'y~4.1xlO'lb/in2 E1 =2.0x10slb/in 2 f =9.8 xlO-2 lb/in3 Initial imperfection : Wj(¢) =ShPll C05¢ Analysis of spherical shell under uniform pressure loading p I I I I L Twenty 8-node aXlsymmetnc els. p deformation dependent Finite element ...
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