Concept explainers
The stepped bar shown in the figure is subjected to a force at the center. Use the finite element method to determine the displacement field
Want to see the full answer?
Check out a sample textbook solutionChapter 2 Solutions
Introduction To Finite Element Analysis And Design
- EX:-Find the expression for nodal vector in a CST element subject to pressure P as shown in fig. 7 444 4 4 4 4 4 4arrow_forwardAnalyse the statically determinate bar illustrated below by expressing the loading as a single function using Macaulay brackets and the Dirac delta, integrating to find th axial force and integrating again to find the displacements, applying the boundary conditions appropriately. Find the axial force in the bar at point A and the displaceme at point B. The cross section of the bar is constant with EA = 18000 kN. a = 4 m, b = 2 m, c = 2 m and d = 4 m. w1 = 12 kN/m, w2 = 17 kN/m,, P1 = 12 kN and P2 = 19kN. a W1 L/2 W2 Multiple Choice Answers Multiple Choice Answer: Axial force at point A (kN, tension positive): a. 3.31 b. 31.97 c. 37.33 d. 31 Multiple Choice Answer: Displacement at point B (mm, positive to right): a. 0.0061 b. 0.0395 c. 0.0193 d. 0.0261 Axial force at point A (kN, tension positive): Displacement at point B (mm, positive to right): L/2 P1 P2 (type in your multiple choice answer, e.g. a, b, c or d) (type in your multiple choice answer, e.g. a, b, c or d)arrow_forwardA long circular shaft of length L with variable cross-section is fixed onto rigid walls as shown in Figure 1.1. The polar moment of inertia of the L/3-long segment (J1) with a larger cross section is three times larger than that of a 2L/3-long segment (J2) on the right. Assume the shear modulus is constant and equal to G for the entire shaft and that strains are small and linear elastic. L/3 L/3 L/3 Figure 1.1. Shaft with variable cross-section and external torque T. (a) If the shaft is subjected to an external torque T at point b, find the angle of twist of point b with respect to point a. (b) If the shaft is subjected to an external torque T at point a, as shown in Figure 1.2, find the angle of twist of point a with respect to point b. L/3- L/3 b J2 L/3 Figure 1.2. Shaft with variable cross-section and external torque T.arrow_forward
- The 10 kN load is applied at the free end of the bar as shown in Figure Q4. Let modulus of elasticity E = 200 GPa, the shear modulus G= 80 GPa, and the Poisson's ratio v=0.3. The diameter of the bar is 40 mm. a) Determine the displacement in -y direction of end D by using Castigliano's second theorem. b) Determine the rotation about x' axis of end D by using Castigliano's second theorem. c) Without any calculation, explain whether the rotation about x' axis of end D increases if the applied load is increased from 10 kN to 20 kN. Consider the strain energy due to axial, bending and torsion only. Neglect the strain energy due to transverse shear. B D 10 kN 200 mm 150 mm- 150 mmarrow_forwardFor the cantilever plane truss in the figure above, use MATLAB to determine: 1)Nodal displacements 2)Reaction Forces 3)Element Strains and Stresses Assuming that both supports are going to be fixed and the values of E = 70 GPa and A = 0.003125arrow_forwardDont Copy from chegg need step wise step and correct answers only Use Finite Elemental method Assemble element stiffness matrix for the member of plane frame shown in Figure is oriented at angle 30° to the x-axis. Take E= 200 GPa, I=4 × 106 m* and A = 4 × 10-³m². ,if it 5m 30arrow_forward
- Mechanics of Materialsarrow_forwardMechanical Engineeringarrow_forward3) For the given plate subjected to two point forces, calculate the nodal displacements and the moments at points A and B. (Note that A is the mid-point of the finite element) E = 30000 MPa h = 0.14 m v = 0.20 2 m 2 m 50 kN 2 m 50 kN A B 50 kN 50 kN 2 m 50 Cross-section along the symmetry axisarrow_forward
- Elements Of ElectromagneticsMechanical EngineeringISBN:9780190698614Author:Sadiku, Matthew N. O.Publisher:Oxford University PressMechanics of Materials (10th Edition)Mechanical EngineeringISBN:9780134319650Author:Russell C. HibbelerPublisher:PEARSONThermodynamics: An Engineering ApproachMechanical EngineeringISBN:9781259822674Author:Yunus A. Cengel Dr., Michael A. BolesPublisher:McGraw-Hill Education
- Control Systems EngineeringMechanical EngineeringISBN:9781118170519Author:Norman S. NisePublisher:WILEYMechanics of Materials (MindTap Course List)Mechanical EngineeringISBN:9781337093347Author:Barry J. Goodno, James M. GerePublisher:Cengage LearningEngineering Mechanics: StaticsMechanical EngineeringISBN:9781118807330Author:James L. Meriam, L. G. Kraige, J. N. BoltonPublisher:WILEY