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{ | ||
"cells": [ | ||
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"```{index} Failure models; Class exercise\n", | ||
"```\n", | ||
"\n", | ||
"(lesson14.3)=\n", | ||
"# Lesson December 6th\n", | ||
"\n", | ||
"During today's lesson you'll work on a complex exercise on the topic of the Failure models. Please ask your questions regarding the [homework](homework14.3) as well!\n", | ||
"\n", | ||
"## Exercise Failure models\n", | ||
"\n", | ||
"Given is the following structure. It represents the Prinses Amaliabrug, a bicycle bridge near Dordrecht.\n", | ||
"\n", | ||
"```{figure} intro_data/structure.svg\n", | ||
":align: center\n", | ||
"```\n", | ||
"\n", | ||
"1. Find the relevant cross-sectional properties.\n", | ||
"2. Find the bending- en torsional moment distribution.\n", | ||
"3. Find the shear- and normal forces in $\\text{E}$\n", | ||
"4. Draw the stress state in point $\\text{E}$ in the principal stress plane including Tresca's failure criterium for unknown yield stress.\n", | ||
"5. What should be the minimum yield stress according to Tresca?\n", | ||
"\n", | ||
"````{admonition} Solution assignment 1\n", | ||
":class: tip, dropdown\n", | ||
"\n", | ||
"$A_m = 3.23 \\text{ m}^2$\n", | ||
"\n", | ||
"````\n", | ||
"\n", | ||
"````{admonition} Solution assignment 3\n", | ||
":class: tip, dropdown\n", | ||
"\n", | ||
"- $\\sigma_\\text{E} = -0.0174 \\text{ MPa}$\n", | ||
"- $\\tau_\\text{E} = 12.53 \\text{ MPa}\n", | ||
"\n", | ||
"````\n" | ||
] | ||
}, | ||
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"1.190478974327377 1.1862348425115932 1.7825372573309306\n", | ||
"0.14135562546019287 0.07870482085247055\n", | ||
"0.22006044631266342\n", | ||
"c_2= 0.2791116352472578\n", | ||
"d= 0.8201010126776671\n", | ||
"c_4= 0.7909893774304093\n", | ||
"c_3= 0.5279906282646423\n", | ||
"Iyy_totaal= 0.2381341578344103\n", | ||
"Bv= 391.408\n", | ||
"Mb= 1406.25\n", | ||
"Mc= -7.829999999999927\n", | ||
"782.816 811.456\n", | ||
"Am= 3.237521601035994 , tau= 12.532055380577805\n", | ||
"sigma= -0.017426731375872792\n", | ||
"12.523345044031144 -12.540771775407018\n" | ||
] | ||
} | ||
], | ||
"source": [ | ||
"import numpy as np\n", | ||
"\n", | ||
"t = 10e-3\n", | ||
"r_outer = 2.8+t/2\n", | ||
"r_inner = 2.80 - t/2\n", | ||
"A_outer = np.pi*r_outer**2/2\n", | ||
"A_inner = np.pi*r_inner**2/2\n", | ||
"A_circle = A_outer-A_inner\n", | ||
"c_outer = (4*r_outer/(3*np.pi))\n", | ||
"c_inner = (4*r_inner/(3*np.pi))\n", | ||
"c_1 = (A_outer * c_outer - A_inner * c_inner) / (A_outer - A_inner)\n", | ||
"print(c_outer,c_inner,c_1)\n", | ||
"\n", | ||
"Ix_1 = np.pi*r_outer**4/16+A_outer*(c_outer-c_1)**2-(np.pi*r_inner**4/16+A_inner*(c_inner-c_1)**2)\n", | ||
"Iy_1 = Ix_1\n", | ||
"Ixy_1 = 1/8*r_outer**4+A_outer*(c_outer-c_1)**2-(1/8*r_inner**4+A_inner*(c_inner-c_1)**2)\n", | ||
"print(Ix_1,Ixy_1)\n", | ||
"\n", | ||
"Iyy = (Ix_1+Iy_1)/2+(Ix_1-Iy_1)/2*np.cos(2*np.pi/4)+Ixy_1*np.sin(2*np.pi/4)\n", | ||
"print(Iyy)\n", | ||
"c_2 = 2.8 - c_1*np.sqrt(2)\n", | ||
"print('c_2=',c_2)\n", | ||
"d = 2.8-2.8/np.sqrt(2)\n", | ||
"print('d=',d)\n", | ||
"c_4 = 0.25+d-c_2\n", | ||
"print('c_4=',c_4)\n", | ||
"\n", | ||
"A_rechthoek = 4*t\n", | ||
"A_klein = 0.25*t*2\n", | ||
"c_3 = (A_klein*0.125+A_circle*c_4)/(A_rechthoek+A_klein+A_circle)\n", | ||
"print('c_3=',c_3)\n", | ||
"\n", | ||
"Iyy_totaal = 1/12*(4*t**3)+A_rechthoek*c_3**2+1/12*(2*t*0.25**3)+A_klein*(c_3-0.125)**2+Iyy+A_circle*(c_4-c_3)**2\n", | ||
"print('Iyy_totaal=',Iyy_totaal)\n", | ||
"\n", | ||
"Bv = (12.5*40*20-14.32*15)/25\n", | ||
"print('Bv=',Bv)\n", | ||
"Mb = 12.5*15*7.5\n", | ||
"print('Mb=',Mb)\n", | ||
"Mc = 12.5*25*12.5-Bv*10\n", | ||
"print('Mc=',Mc)\n", | ||
"\n", | ||
"Mtb = Bv*2\n", | ||
"Mtc = Mtb+14.32*2\n", | ||
"print(Mtb,Mtc)\n", | ||
"\n", | ||
"Am = np.pi*2.8**2 / 4 - 2.8*2.8*0.5+0.25*4\n", | ||
"tau = Mtc / (2*Am*t*1000)\n", | ||
"print('Am=',Am,', tau=',tau)\n", | ||
"\n", | ||
"sigma = Mc * (250+280)/Iyy_totaal / 1e6\n", | ||
"print('sigma=',sigma)\n", | ||
"\n", | ||
"sigma1 = sigma/2+np.sqrt((sigma/2)**2+tau**2)\n", | ||
"sigma2 = sigma/2-np.sqrt((sigma/2)**2+tau**2)\n", | ||
"print(sigma1,sigma2)" | ||
] | ||
} | ||
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