TY - JOUR
T1 - Elasto‐plastic large deformation analysis of space‐frames
T2 - A plastic‐hinge and stress‐based explicit derivation of tangent stiffnesses
AU - Shi, G.
AU - Atluri, S. N.
PY - 1988/3
Y1 - 1988/3
N2 - This paper deals with elasto‐plastic large deformation analysis of space‐frames. It is based on a complementary energy approach. A methodology is presented wherein: (i) each member of the frame, modelled as an initially straight space‐beam, is sought to be represented by a single finite element, (ii) each member can undergo arbitrarily large rigid rotations, but only moderately large relative rotations; (iii) a plastic‐hinge method, with arbitrary locations of the hinges along the beam, is used to account for plasticity, (iv) the non‐linear bendin–stretching coupling is accounted for in each member, (v) the applied loading may be non‐conservative and (vi) an explicit expression for the tangent stiffness matrix of each element is given under conditions (i) to (v). Several examples, with both quasi‐static and dynamic loading, are given to illustrate the accuracy and efficiency of the approaches presented.
AB - This paper deals with elasto‐plastic large deformation analysis of space‐frames. It is based on a complementary energy approach. A methodology is presented wherein: (i) each member of the frame, modelled as an initially straight space‐beam, is sought to be represented by a single finite element, (ii) each member can undergo arbitrarily large rigid rotations, but only moderately large relative rotations; (iii) a plastic‐hinge method, with arbitrary locations of the hinges along the beam, is used to account for plasticity, (iv) the non‐linear bendin–stretching coupling is accounted for in each member, (v) the applied loading may be non‐conservative and (vi) an explicit expression for the tangent stiffness matrix of each element is given under conditions (i) to (v). Several examples, with both quasi‐static and dynamic loading, are given to illustrate the accuracy and efficiency of the approaches presented.
UR - http://www.scopus.com/inward/record.url?scp=0023981374&partnerID=8YFLogxK
U2 - 10.1002/nme.1620260306
DO - 10.1002/nme.1620260306
M3 - Article
AN - SCOPUS:0023981374
SN - 0029-5981
VL - 26
SP - 589
EP - 615
JO - International Journal for Numerical Methods in Engineering
JF - International Journal for Numerical Methods in Engineering
IS - 3
ER -