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USE ANSYS (no hands calculations)
Solve example Problem #1.1 of your book for 8 elements using...
USE ANSYS (no hand calculations) Table-l: Deflection at various points along the length of the bar...
USE ANSYS (no hand calculations)
Table-l: Deflection at various points along the length of the bar using 2, 4 and 8 elements and compare results with exact solution Nodal Deflection, in Finite Element Method (using Direct Method) Node # y(in) Exact Method/Analytical Solution 2-Elements 4-Elements 8-Elements 0.00 2 1.25 3 2.50 4 3.75 5 5.00 6 6.25 7 7.50 8 8.75 9 10.00 Solve example Problem # 1.1 of your book using Direct Method for 2, 4 and 8 elements...
Solve example Problem #1.1 of your book using (8-element) (i) Direct formulation (ii) Minimum Total Potential...
Solve example Problem #1.1 of your book using (8-element) (i) Direct formulation (ii) Minimum Total Potential Energy Formulation (iii) Weighted Residual Formulation a. Collocation Method b. Subdomain Method e. Galerkin Method d. Least-Square Method Then compare your results with exact solution. Summarize your results in the attached table (2* Page). Consider at least 6 digits after decimal point. Example 1.1 Approximating how much the bar will deflect at various points along its length when it is subjected to the load...
USE ANSYS (no hand calculations)
Table-l: Deflection at various points along the length of the bar using 2, 4 and 8 elements and compare results with exact solution Nodal Deflection, in Finite Element Method (using Direct Method) Node # y(in) Exact Method/Analytical Solution 2-Elements 4-Elements 8-Elements 0.00 2 1.25 3 2.50 4 3.75 5 5.00 6 6.25 7 7.50 8 8.75 9 10.00 Solve example Problem # 1.1 of your book using Direct Method for 2, 4 and 8 elements...
Solve example Problem #1.1 of your book using (8-element) (i) Direct formulation (ii) Minimum Total Potential Energy Formulation (iii) Weighted Residual Formulation a. Collocation Method b. Subdomain Method e. Galerkin Method d. Least-Square Method Then compare your results with exact solution. Summarize your results in the attached table (2* Page). Consider at least 6 digits after decimal point. Example 1.1 Approximating how much the bar will deflect at various points along its length when it is subjected to the load...
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