{ "metadata": { "name": "CH16" }, "nbformat": 3, "nbformat_minor": 0, "worksheets": [ { "cells": [ { "cell_type": "heading", "level": 1, "metadata": {}, "source": [ "Chapter 16: Composites" ] }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 16.1 Page No 589" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "E_gf=69.0 # in GPa Elasticity of glass fibre\n", "mf_gf=0.4 #Vol % of glass fibre\n", "E_pr=3.4 # in GPa Elasticity of poyester resin\n", "mf_pr=0.6 #Vol % of polyester resin\n", "\n", "E_cl=(E_pr*mf_pr)+(E_gf*mf_gf)\n", "Ac=250.0 #mm**2\n", "sigma=50.0 #MPa\n", "ratio=(E_gf*mf_gf)/(E_pr*mf_pr) # ratio=Ff/Fm\n", "Fc=Ac*sigma #N\n", "Fm=Fc/(ratio+1)\n", "Ff=Fc-Fm\n", "Am=mf_pr*Ac\n", "Af=mf_gf*Ac\n", "sigma_m=Fm/Am\n", "sigma_f=Ff/Af\n", "e_m=sigma_m/(E_pr*10**3) #Strain for matrix phase\n", "e_f=sigma_f/(E_gf*10**3) #Strain for fiber phase\n", "\n", "print\"(a)Modulus of elasticity of composite is \",round(E_cl,0),\"GPa\"\n", "print\"(b)Load carried by each of fiber and matrix phase is \",round(Ff,0),\"N\"\n", "print\"(c)Strain for matrix phase is \",round(e_m,4)\n", "print\" Strain for fiber phase is \",round(e_f,4)\n", "\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "(a)Modulus of elasticity of composite is 30.0 GPa\n", "(b)Load carried by each of fiber and matrix phase is 11640.0 N\n", "(c)Strain for matrix phase is 0.0017\n", " Strain for fiber phase is 0.0017\n" ] } ], "prompt_number": 15 }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Example 16.2 Page No 591" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "E_gf=69 # in GPa Elasticity of glass fibre\n", "mf_gf=0.4 #Vol % of glass fibre\n", "E_pr=3.4 # in GPa Elasticity of poyester resin\n", "mf_pr=0.6 #Vol % of polyester resin\n", "\n", "E_ct=E_pr*E_gf/((E_pr*mf_gf)+(E_gf*mf_pr)) #GPa\n", "\n", "print\"In transverse direction, modulus of elaticity is \",round(E_ct,1),\"GPa\"\n", "\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "In transverse direction, modulus of elaticity is 5.5 GPa\n" ] } ], "prompt_number": 7 }, { "cell_type": "heading", "level": 3, "metadata": {}, "source": [ "Design Example 16.1 ,Page No :601" ] }, { "cell_type": "code", "collapsed": false, "input": [ "\n", "Do=70*10**-3 #mm, outside diameter\n", "Di=50*10**-3 #mm, inside diameter\n", "L=1 #m Length\n", "F=1000 #N load\n", "dy=0.35*10**-3 #mm, deflection\n", "\n", "E=(4*F*L**3)/(3*math.pi*dy*(Do**4-Di**4))\n", "Vc=(math.pi*L*(Do**2-Di**2))/4.0\n", "\n", "print\"(a)longitudinal modulus of elasticity is\",round(E/10**9,1),\"GPa\"\n", "print\"(b)The total tube volume is\",round(Vc*10**6,0),\"cm**3\"\n" ], "language": "python", "metadata": {}, "outputs": [ { "output_type": "stream", "stream": "stdout", "text": [ "(a)longitudinal modulus of elasticity is 68.3 GPa\n", "(b)The total tube volume is 1885.0 cm**3\n" ] } ], "prompt_number": 10 }, { "cell_type": "code", "collapsed": false, "input": [], "language": "python", "metadata": {}, "outputs": [] } ], "metadata": {} } ] }