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+{
+ "metadata": {
+ "name": "",
+ "signature": "sha256:2781545e4a86c16cb74b3bfc3908d3f7649eaff2f44e3b1448ebf17923520f6f"
+ },
+ "nbformat": 3,
+ "nbformat_minor": 0,
+ "worksheets": [
+ {
+ "cells": [
+ {
+ "cell_type": "heading",
+ "level": 1,
+ "metadata": {},
+ "source": [
+ "Chapter12-Plastic Behaviour of Solids"
+ ]
+ },
+ {
+ "cell_type": "heading",
+ "level": 2,
+ "metadata": {},
+ "source": [
+ "Ex1-pg345"
+ ]
+ },
+ {
+ "cell_type": "code",
+ "collapsed": false,
+ "input": [
+ "import math\n",
+ "#calculate plastic yeilding and max allowable stress and axial stress and transverse stress and total elonganation for stability in meter\n",
+ "alpha=45.\n",
+ "sigmayp=35.*10**6 ##Pa\n",
+ "k=840.##MPa\n",
+ "n=0.2\n",
+ "L0=3 ##m\n",
+ "Aad=10.*10**-5 ##m**2\n",
+ "Acd=10.*10**-5 ##m**2\n",
+ "Abd=15.*10**-5 ##m**2\n",
+ "\n",
+ "P=sigmayp*Abd+2.*sigmayp*Aad*math.cos(45/57.3)\n",
+ "print'%s %.2f %s'%(\"plastic yeilding in N is= \",P,\"\")\n",
+ "sigma=k*n**n\n",
+ "print'%s %.2f %s'%(\"maxi allowable stress in MPa is= \",sigma,\"\")\n",
+ "epsilon1=n\n",
+ "print'%s %.2f %s'%(\"axial stress is= \",epsilon1,\"\")\n",
+ "epsilon2=-0.1\n",
+ "print'%s %.2f %s'%(\"transverse stress is= \",epsilon2,\"\")\n",
+ "epsilon3=-0.1\n",
+ "print'%s %.2f %s'%(\"transverse stress is= \",epsilon3,\"\")\n",
+ "z=3*n\n",
+ "print'%s %.2f %s'%(\"total elongation for stability in meter is= \",z,\"\")\n"
+ ],
+ "language": "python",
+ "metadata": {},
+ "outputs": [
+ {
+ "output_type": "stream",
+ "stream": "stdout",
+ "text": [
+ "plastic yeilding in N is= 10200.03 \n",
+ "maxi allowable stress in MPa is= 608.81 \n",
+ "axial stress is= 0.20 \n",
+ "transverse stress is= -0.10 \n",
+ "transverse stress is= -0.10 \n",
+ "total elongation for stability in meter is= 0.60 \n"
+ ]
+ }
+ ],
+ "prompt_number": 1
+ }
+ ],
+ "metadata": {}
+ }
+ ]
+} \ No newline at end of file