Mechanics of Materials |
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Page 473
R. C. Hibbeler. 0 = 0 ° sents the equation of a circle having a radius R and center on the σ axis at point C ( σavg , 0 ) , Fig . 9-14a . This circle is called Mohr's circle , because it was developed by the German engineer Otto Mohr ...
R. C. Hibbeler. 0 = 0 ° sents the equation of a circle having a radius R and center on the σ axis at point C ( σavg , 0 ) , Fig . 9-14a . This circle is called Mohr's circle , because it was developed by the German engineer Otto Mohr ...
Page 516
... Mohr's circle . 10-11 . Solve Prob . 10-3 using Mohr's circle . Prob . 10-7 = * 10-8 . The state of strain at the point on the gear tooth has the components = 520 ( 10-6 ) , y = -760 ( 10-6 ) , Yxy -750 ( 10 ) . Use the strain ...
... Mohr's circle . 10-11 . Solve Prob . 10-3 using Mohr's circle . Prob . 10-7 = * 10-8 . The state of strain at the point on the gear tooth has the components = 520 ( 10-6 ) , y = -760 ( 10-6 ) , Yxy -750 ( 10 ) . Use the strain ...
Page 541
... Mohr's Failure Criterion . In some brittle materials the tension and com- pression properties are different . When this occurs a criterion based on the use of Mohr's circle may be used to predict failure of the material . This method ...
... Mohr's Failure Criterion . In some brittle materials the tension and com- pression properties are different . When this occurs a criterion based on the use of Mohr's circle may be used to predict failure of the material . This method ...
Common terms and phrases
allowable shear stress aluminum angle of twist Applying Eq average normal stress axes axial force axial load beam's bolt buckling caused centroid column compressive computed constant cross section cross-sectional area deflection deformation Determine the maximum diameter distributed load elastic curve element Example factor of safety free-body diagram ft Prob Hooke's law in² inertia kip/ft kN·m kN/m length linear-elastic loading shown located material maximum bending stress maximum in-plane shear maximum shear stress modulus of elasticity Mohr's circle moment of inertia neutral axis normal strain plane stress plastic principal stresses radius reactions sectional area segment shaft shear flow shear force shear strain shown in Fig SOLUTION Solve Prob statically indeterminate steel strain energy stress acting stress at points stress components stress distribution stress-strain diagram thickness Tmax torque torsional tube vertical yield zero ΕΙ