{ "metadata": { "name": "" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter 2: Strain" ] }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 2.1 page no. 70" ] }, { "cell_type": "code", "collapsed": false, "input": [ "#Given\n", "e_z= 4 #Constant\n", "ab = 0.200 #m, dimension\n", "from scipy import integrate\n", "#Calculations\n", "#Part a)\n", "import math\n", "def f(z):\n", " return(1+(40*10**-3)*(math.sqrt(z)))\n", "z=integrate.quad(f,0,ab) #Strain formula for short line segment = delta(sdash) =(1+e_z)delta(s) \n", "deltaB= z[0]-ab\n", "deltaB_mm= deltaB*1000\n", "\n", "#Part b)\n", "\n", "e_avg = deltaB/ab# Normal strain formula e = (delta(sdash) -delta(s))/delta(s)\n", "\n", "#Display\n", "print\"The displacement at the end of the rod is = \",round(deltaB_mm,2),\"mm\"\n", "print\"The average normal strain in the rod is =\",round(e_avg,4),\"mm\"\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The displacement at the end of the rod is = 2.39 mm\n", "The average normal strain in the rod is = 0.0119 mm\n" ] } ], "prompt_number": 19 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 2.2 page no. 71" ] }, { "cell_type": "code", "collapsed": false, "input": [ "#Given\n", "theta = 0.05 #degree, angle\n", "L1=300.0 #mm, length\n", "L2 = 400.0 #mm\n", "\n", "#Calculations\n", "import math\n", "alpha=math.atan(L2/L1)*180/3.14\n", "phi=90-alpha+theta\n", "Lad=math.sqrt(L1**2+L2**2)\n", "Lbd=math.sqrt(Lad**2+L2**2-2*L2*Lad*math.cos(36.92*3.14/180.0))\n", "epsilonBD=(Lbd-L1)/(L1)\n", "dLbd=(theta*3.14/180.0)*L2\n", "\n", "#Display\n", "print\"The average normal strain =\",round(epsilonBD,3),\"mm/mm\"\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The average normal strain = 0.001 mm/mm\n" ] } ], "prompt_number": 12 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 2.3 page no. 72" ] }, { "cell_type": "code", "collapsed": false, "input": [ "#Given\n", "#The given dimension are\n", "ab= 250.0 #mm\n", "bbdash_x = 3.0 #mm\n", "bbdash_y = 2.0 #mm\n", "ac = 300.0 #mm\n", "\n", "#calculations\n", "#Part(a)\n", "import math\n", "abdash = math.sqrt((ab - bbdash_y)**2 + (bbdash_x)**2) #Pythagoras theorem\n", "avg_normal_strain = (abdash-ab)/ab\n", "\n", "#Part(b)\n", "gamma_xy = math.atan(bbdash_x/(ab - bbdash_y)) #shear strain formula\n", "\n", "#Display\n", "print\"The average normal strain along AB is =\",round(avg_normal_strain,4),\"mm/mm\"\n", "print\"The average shear strain =\",round(gamma_xy,4),\"rad\"\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The average normal strain along AB is = -0.0079 mm/mm\n", "The average shear strain = 0.0121 rad\n" ] } ], "prompt_number": 13 }, { "cell_type": "heading", "level": 2, "metadata": {}, "source": [ "Example 2.4 page no. 73" ] }, { "cell_type": "code", "collapsed": false, "input": [ "#Given\n", "ab = 150 #mm\n", "bc = 150 #mm\n", "disp_cd= 2 #mm\n", "ab_half = ab/2.0\n", "addash_half = (bc+disp_cd)/2.0 \n", "\n", "#Calculations\n", "#Part(a)\n", "import math\n", "ac = sqrt((ab)**2 + (bc)**2) #Pythagoras theorem in mm\n", "ac_m = ac/1000.0 #in m\n", "acdash = sqrt((ab)**2 + (bc+disp_cd)**2) #Pythagoras theorem in mm\n", "acdash_m = acdash/1000.0 #in m\n", "avg_strain_ac = (acdash_m - ac_m)/ac_m #Normal strain formula\n", "\n", "#Part(b)\n", "theta_dash = 2* math.atan((addash_half)/(bc/2.0)) \n", "gamma_xy = (math.pi / 2.0)- theta_dash \n", "\n", "#Display\n", "print\"The average normal strain along the diagonal AC is =\",round(avg_strain_ac,5),\"mm/mm\"\n", "print\"The shear strain at E relative to the x,y axes =\",round(gamma_xy,4),\"rad\"\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "The average normal strain along the diagonal AC is = 0.00669 mm/mm\n", "The shear strain at E relative to the x,y axes = -0.0132 rad\n" ] } ], "prompt_number": 22 } ], "metadata": {} } ] }