Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 57
Page 59
... shear . Data on C - Mo steel , F. L. Everett and C. L. Clark , Report on Torsion Creep Tests for Comparison with Tension Creep Tests on a Carbon - Molybdenum Steel , Proc . ASTM , vol . 39 , pp . 215-234 , 1939 ... SIMPLE SHEAR / 59 0.010.
... shear . Data on C - Mo steel , F. L. Everett and C. L. Clark , Report on Torsion Creep Tests for Comparison with Tension Creep Tests on a Carbon - Molybdenum Steel , Proc . ASTM , vol . 39 , pp . 215-234 , 1939 ... SIMPLE SHEAR / 59 0.010.
Page 61
Daniel Charles Drucker. Table 4.1 Model Simple shear Uniaxial tension All T , Y Linear - elastic γ G , C's , Cs = T / G € = σ / E Plastic dy = dye + dyp de dy de Linear ... SIMPLE SHEAR / 61 Tension and Compression in Simple Shear Stress.
Daniel Charles Drucker. Table 4.1 Model Simple shear Uniaxial tension All T , Y Linear - elastic γ G , C's , Cs = T / G € = σ / E Plastic dy = dye + dyp de dy de Linear ... SIMPLE SHEAR / 61 Tension and Compression in Simple Shear Stress.
Page 63
... Simple shear is equivalent to a biaxial state of equal tension and compression on ± 45 ° planes . and TnsA or = - - ( TA cos ẞ ) cos ẞ + ( TA sin ẞ ) sin ß Tns = -T ( COS2 B - sin2 B ) ... Shear strain . a a or a SIMPLE SHEAR / 63 T X Strain.
... Simple shear is equivalent to a biaxial state of equal tension and compression on ± 45 ° planes . and TnsA or = - - ( TA cos ẞ ) cos ẞ + ( TA sin ẞ ) sin ß Tns = -T ( COS2 B - sin2 B ) ... Shear strain . a a or a SIMPLE SHEAR / 63 T X Strain.
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