Modeling Masonry Shear-Compression: Role of Dilatancy Highlighted-Reference-Cited by-同舟云学术

Modeling Masonry Shear-Compression: Role of Dilatancy Highlighted

Published:2004-11 Issue:11 Volume:130 Page:1289-1296
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

van Zijl Gideon P. A. G.¹

Affiliation:

1. Professor of Civil Engineering, Faculty of Engineering, Univ. of Stellenbosch, Private Bag X1, Matieland 7602, South Africa. E-mail: gvanzijl@sun.ac.za. Faculty of Architecture, Delft Univ. of Technology, The Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A11%281289%29

Reference21 articles.

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2. Coussy O. ( 1995). Mechanics of porous continua Wiley Chichester.

3. Steel–concrete interface: revisiting constitutive and numerical modeling

4. Numerical analysis of masonry structures via interface models

5. Green S. J. and Swanson S. R. ( 1973). “Static constitutive relations for concrete.” AFWL-TR-72-244 Air Force Weapons Laboratory Kirtland Air Force Base N.M.

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