TY - JOUR
T1 - A plasticity model for punching shear of laterally restrained slabs with compressive membrane action
AU - Kuang, J. S.
AU - Morley, C. T.
PY - 1993/5
Y1 - 1993/5
N2 - A plastic theoretical model is presented for the punching shear failure of laterally restrained concrete slabs, in which a parabolic Mohr failure criterion for concrete is adopted. The proposed method allows for the effect of compressive membrane action and a membrane-modified flexural theory of elasto-plasticity is used to calculate the compressive membrane forces. The predictions by the proposed analysis show good agreement with a wide range of experimental test results.
AB - A plastic theoretical model is presented for the punching shear failure of laterally restrained concrete slabs, in which a parabolic Mohr failure criterion for concrete is adopted. The proposed method allows for the effect of compressive membrane action and a membrane-modified flexural theory of elasto-plasticity is used to calculate the compressive membrane forces. The predictions by the proposed analysis show good agreement with a wide range of experimental test results.
UR - https://www.webofscience.com/wos/woscc/full-record/WOS:A1993LC85300002
UR - https://openalex.org/W2071110354
UR - https://www.scopus.com/pages/publications/0027595250
U2 - 10.1016/0020-7403(93)90009-J
DO - 10.1016/0020-7403(93)90009-J
M3 - Journal Article
SN - 0020-7403
VL - 35
SP - 371
EP - 385
JO - International Journal of Mechanical Sciences
JF - International Journal of Mechanical Sciences
IS - 5
ER -