Introduction to Mechanics of Deformable Solids |
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Page 211
10.7 Yield curves for combined tension and torsion . moderate to large offset
definition of yield . The curve which joins the initial yield points ( the initial yield
curve ) separates the states of stress da , oc on the inside , for which the
response of ...
10.7 Yield curves for combined tension and torsion . moderate to large offset
definition of yield . The curve which joins the initial yield points ( the initial yield
curve ) separates the states of stress da , oc on the inside , for which the
response of ...
Page 303
To / b = 101 / 6 + T 02 / 6 Current yield curve at 0 , T . TY / b No = Noi + No2 ~
Top16 Toi ER or N Noi = No3 ) Initial yield curve T * / b versus Ni T $ / b versus N
Limit curve T * / b versus R * Fig . 13 . 4 Assemblage of two tubes of elastic ...
To / b = 101 / 6 + T 02 / 6 Current yield curve at 0 , T . TY / b No = Noi + No2 ~
Top16 Toi ER or N Noi = No3 ) Initial yield curve T * / b versus Ni T $ / b versus N
Limit curve T * / b versus R * Fig . 13 . 4 Assemblage of two tubes of elastic ...
Page 305
The limit curve R * versus T * / b is found in parametric form as R * = Ni + N2 = 0
1A1 + 0 2A , T * T , T2 _ ac A , + TA , ( 13 . ... It is based on normality to the limit
curves in R , T / b space for the assemblage and in N , T / b space for each tube ...
The limit curve R * versus T * / b is found in parametric form as R * = Ni + N2 = 0
1A1 + 0 2A , T * T , T2 _ ac A , + TA , ( 13 . ... It is based on normality to the limit
curves in R , T / b space for the assemblage and in N , T / b space for each tube ...
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Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined 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 relation replaced requires residual 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 versus viscous yield zero
Bibliographic information
| Title | Introduction to Mechanics of Deformable Solids |
| Author | Daniel Charles Drucker |
| Publisher | McGraw-Hill, 1967 |
| Original from | the University of Michigan |
| Digitized | 29 Nov 2007 |
| Length | 445 pages |
| Export Citation | BiBTeX EndNote RefMan |