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author | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
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committer | prashantsinalkar | 2018-02-03 11:01:52 +0530 |
commit | 7bc77cb1ed33745c720952c92b3b2747c5cbf2df (patch) | |
tree | 449d555969bfd7befe906877abab098c6e63a0e8 /3864/CH2/EX2.43/Ex2_43.sce | |
parent | d1e070fe2d77c8e7f6ba4b0c57b1b42e26349059 (diff) | |
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Diffstat (limited to '3864/CH2/EX2.43/Ex2_43.sce')
-rw-r--r-- | 3864/CH2/EX2.43/Ex2_43.sce | 82 |
1 files changed, 82 insertions, 0 deletions
diff --git a/3864/CH2/EX2.43/Ex2_43.sce b/3864/CH2/EX2.43/Ex2_43.sce new file mode 100644 index 000000000..31a051d8c --- /dev/null +++ b/3864/CH2/EX2.43/Ex2_43.sce @@ -0,0 +1,82 @@ +clear +// + +//Initilization of Variables + +b=60 //mm //width of bar +d=30 //mm //depth of bar +L=200 //mm //Length of bar +A=30*60 //mm**2 //Area of bar +A2=30*200 //mm**2 //Area of bar along which expansion is restrained +P=180*10**3 //N //Compressive force +E=2*10**5 //N/mm**2 //Youngs Modulus +mu=0.3 //Poissons ratio + +//Calculations + +//The bar is restrained from expanding in Y direction +P_z=0 +P_x=P*A**-1 //stress developed in x direction + +//Now taking compressive strain as positive +//e_x=P_x*E**-1-mu*P_y*E**-1 .......................(1) +//e_y=-mu*P_x*E**-1+P_y*E**-1 ....................(2) +//e_z=-mu*P_x*E**-1-mu*P_y*E**-1 ......................(3) + +//Part-1 +//When it is fully restrained +e_y=0 +P_y=30 //N/mm**2 +e_x=P_x*E**-1-mu*P_y*E**-1 +e_z=-mu*P_x*E**-1-mu*P_y*E**-1 + +//Change in Length +dell_l=e_x*L //mm + +//Change in width +dell_b=b*e_y + +//change in Depth +dell_d=d*e_z + +//Volume of bar +V=b*d*L //mm**3 +//Change in Volume +e_v=(e_x+e_y+e_z)*V //mm**3 + +//Part-2 +//When 50% is restrained + +//Free strain in Y direction +e_y1=mu*P_x*E**-1 + +//As 50% is restrained,so +e_y2=-50*100**-1*e_y1 + +//But form Equation 2 we have e_y=-mu*P_x*E**-1+P_y*E**-1 +//After substituting values in above equation and furthe simplifying we get +P_y=e_y2*E+d + +e_x2=P_x*E**-1-mu*P_y*E**-1 +e_z2=-mu*P_x*E**-1-mu*P_y*E**-1 + +//Change in Length +dell_l2=e_x2*L //mm + +//Change in width +dell_b2=b*e_y2 + +//change in Depth +dell_d2=d*e_z2 + +//Change in Volume +e_v2=(e_x2+e_y2+e_z2)*V //mm**3 + +//REsult +printf("\n Change in Dimension of bar is:dell_l %0.2f mm",dell_l) +printf("\n :dell_b %0.4f mm",dell_b) +printf("\n :dell_d %0.2f mm",dell_d) +printf("\n Change in Volume is %0.2f mm**3",e_v) +printf("\n Changes in material when only 50% of expansion can be reatrained:dell_l2mm",dell_l2) +printf("\n :dell_b2 %0.4f mm",dell_b2) +printf("\n :dell_d2 %0.2f mm",dell_d2) |