Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 88
Page 5
... Problem of Mechanics of Deformable Solids 1 1.2 Introduction to the Basic Problem of the Bar 4 1.3 Problems 6 2.1 Bars Tested in Tension 9 2.2 Reduction from Force to Stress and from Elongation to Strain 10 2.3 Idealizations of Time ...
... Problem of Mechanics of Deformable Solids 1 1.2 Introduction to the Basic Problem of the Bar 4 1.3 Problems 6 2.1 Bars Tested in Tension 9 2.2 Reduction from Force to Stress and from Elongation to Strain 10 2.3 Idealizations of Time ...
Page 8
... problem in the mechanics of deformable solids can be described in general terms . Given the state of the system at some time , the time history of the applied forces and of all relevant environmental conditions such as tem- perature ...
... problem in the mechanics of deformable solids can be described in general terms . Given the state of the system at some time , the time history of the applied forces and of all relevant environmental conditions such as tem- perature ...
Page 8
... problem . Solutions will be sought to the stresses , strains , and displacements , or deflections , produced by axial force , twisting moment , bending moment , and shearing force . Most often , the three - dimensional ( x , y , z ) problem ...
... problem . Solutions will be sought to the stresses , strains , and displacements , or deflections , produced by axial force , twisting moment , bending moment , and shearing force . Most often , the three - dimensional ( x , y , z ) problem ...
Other editions - View all
Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ