Project 2:40-mm sides glass polymer fibers composite cube is shown in Figure.1. The Glass polymer fibers aligned in thex direction. The cube is constrained against deformations in the y and z directions and is subjected to acompression load of 65 kN in the x direction. Estimate the strain, change in length and stresses in x,y, andz directions as well as determine the volumetric strain. Illustrate the effect of two and three-dimensions byconstructing appropriate sketches. If the cube is only constrained against deformations in the y direction,describe the changes in two and three-dimensions by constructing appropriate sketches.E,= 50 GPaE, = 15.2 GPa v = 0.25415.2 GPa=0.254%3D0.42S

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40-mm sides glass polymer fibers composite cube is shown in Figure.1. The Glass polymer fibers aligned in the x direction. The cube is constrained against deformations in the y and z directions and is subjected to compression load of 65 kN in the x direction. Estimate the strain, change in length and stresses in x, y, an z directions as well as determine the volumetric strain. Illustrate the effect of two and three-dimensions b constructing appropriate sketches. If the cube is only constrained against deformations in the y directio describe the changes in two and three-dimensions by constructing appropriate sketches. E.= 50 GPa E. = 15.2 GPa v= 0.254 E. 15.2 GPa v,= 0.428 v = 0.254 %3D %3D %3D %3D

40-mm sides glass polymer fibers composite cube is shown in Figure.1. The Glass polymer fibers aligned in the x direction. The cube is constrained against deformations in the y and z directions and is subjected to compression load of 65 kN in the x direction. Estimate the strain, change in length and stresses in x, y, an z directions as well as determine the volumetric strain. Illustrate the effect of two and three-dimensions b constructing appropriate sketches. If the cube is only constrained against deformations in the y directio describe the changes in two and three-dimensions by constructing appropriate sketches. E.= 50 GPa E. = 15.2 GPa v= 0.254 E. 15.2 GPa v,= 0.428 v = 0.254 %3D %3D %3D %3D

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.3.8P: A circular cylindrical steel tank (see figure) contains a volatile fuel under pressure, A strain...

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