A PLASTICITY MODEL FOR PUNCHING SHEAR OF LATERALLY RESTRAINED SLABS WITH COMPRESSIVE MEMBRANE ACTION

Authors
KUANG JS MORLEY CT
Citation
Js. Kuang et Ct. Morley, A PLASTICITY MODEL FOR PUNCHING SHEAR OF LATERALLY RESTRAINED SLABS WITH COMPRESSIVE MEMBRANE ACTION, International journal of mechanical sciences, 35(5), 1993, pp. 371-385
Citations number
27
Categorie Soggetti
Mechanics,"Engineering, Mechanical
Journal title
International journal of mechanical sciences → ACNP
ISSN journal
00207403
Volume
35
Issue
5
Year of publication
1993
Pages
371 - 385
Database
ISI
SICI code
0020-7403(1993)35:5<371:APMFPS>2.0.ZU;2-H
Abstract
A plastic theoretical model is presented for the punching shear failur e of laterally restrained concrete slabs, in which a parabolic Mohr fa ilure criterion for concrete is adopted. The proposed method allows fo r the effect of compressive membrane action and a membrane-modified fl exural theory of elasto-plasticity is used to calculate the compressiv e membrane forces. The predictions by the proposed analysis show good agreement with a wide range of experimental test results.