Research on the Basic Mechanical Behavior of Masonry Structure

Abstract:

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This paper analyzes the hole and open hole wall without cracking load, crack distribution and the order of appearance. We use MSC.Macr software and two-dimensional four-node element and the constitutive relation proposed masonry. Masonry shear wall is failed criterion for the force and deformation of elastic-plastic finite element analysis, wall cracking load is ultimate shear capacity. The predicted values of cracking load, ultimate shear load-bearing capacity and maximum horizontal deformation of wall agree better with testing results.

Info:

Periodical:

Edited by:

Wu Fan

Pages:

1539-1544

DOI:

10.4028/www.scientific.net/AMM.110-116.1539

Citation:

L. Q. Chen "Research on the Basic Mechanical Behavior of Masonry Structure", Applied Mechanics and Materials, Vols. 110-116, pp. 1539-1544, 2012

Online since:

October 2011

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Price:

$35.00

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