Introduction to Mechanics of Deformable Solids |
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Page 71
... pressure or the pressure exerted by footings against the earth or the earth against retaining walls and similar structures . Just a few pounds per square inch difference in the environmental ( air and pore water ) pressure has a strong ...
... pressure or the pressure exerted by footings against the earth or the earth against retaining walls and similar structures . Just a few pounds per square inch difference in the environmental ( air and pore water ) pressure has a strong ...
Page 175
... pressure vessels into thick- walled vessels under interior and exterior pressure . Consider a symmetric thick - walled sphere of inner radius a and outer radius b under interior pressure pa and exterior pressure p ( Fig . 9.1 ) ...
... pressure vessels into thick- walled vessels under interior and exterior pressure . Consider a symmetric thick - walled sphere of inner radius a and outer radius b under interior pressure pa and exterior pressure p ( Fig . 9.1 ) ...
Page 178
... pressures pa1 . and the pressure required at r = a to produce this fully plastic state is the plastic - limit pressure pa1 , PaL = 2 ln Το b α ( 9.1 : 9 ) as shown by the curve labeled Exact in Fig . 9.3 . Very high interior pressures ...
... pressures pa1 . and the pressure required at r = a to produce this fully plastic state is the plastic - limit pressure pa1 , PaL = 2 ln Το b α ( 9.1 : 9 ) as shown by the curve labeled Exact in Fig . 9.3 . Very high interior pressures ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero