TY - CHAP
T1 - Incremental theory of elasticity and plasticity under cyclic loading
AU - Ichikawa, Y.
AU - Kyoya, T.
AU - Kawamoto, T.
N1 - Publisher Copyright:
© 1988 A.A.Balkema, Rotterdam.
PY - 2017/1/1
Y1 - 2017/1/1
N2 - The flow theory does not provide a sufficient framework in describing the behaviour of geomaterials, since the volumetric response cannot be treated independently from the shearing one, and the Drucker’s stability postulate is not usually satisfied by the flow theory. The multi-response theory proposed by Ichikawa, Kyoya and Kawamoto (1985) is a natural extension of the incremental plasticity theory. The model is here applied for the behaviour of geomaterials under cyclic loading with nonlinear elastic and plastic responses.
AB - The flow theory does not provide a sufficient framework in describing the behaviour of geomaterials, since the volumetric response cannot be treated independently from the shearing one, and the Drucker’s stability postulate is not usually satisfied by the flow theory. The multi-response theory proposed by Ichikawa, Kyoya and Kawamoto (1985) is a natural extension of the incremental plasticity theory. The model is here applied for the behaviour of geomaterials under cyclic loading with nonlinear elastic and plastic responses.
UR - http://www.scopus.com/inward/record.url?scp=0347093765&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0347093765&partnerID=8YFLogxK
U2 - 10.1201/9780203745366
DO - 10.1201/9780203745366
M3 - Chapter
AN - SCOPUS:0347093765
SN - 9061918103
SN - 9789061918103
VL - 1
SP - 327
EP - 334
BT - Numerical Methods in Geomechanics, Sixth Edition Volume 1
PB - CRC Press
ER -