The Research of Masonry Failure Criterion Based on Orthogonal Anisotropic Strength Theory

Wei Jun Yang; Yao Li; Ning Jiang

doi:10.4028/www.scientific.net/AMR.450-451.1646

Paper Titles

Thinking the Green Strategies on Today’s Rural Architecture in China
p.1612

Algorithm and Experiment of the Separated Foundation Bearing Capacity of Culverts Considering Lateral Fill
p.1616

The Feasibility Study for New-Type Forging Flange of in Steel Tower
p.1625

A New Wet-Type Dust Removal and Desulfuration Equipment and its Application in the Ceramic Industries
p.1629

Post Occupancy Evaluation with Green Facades of Elementary and Junior High Schools in the Yilan Area
p.1633

Shaping the Vitality of the National List Historic Culture Town Based on the Theory of Urban Catalysts
p.1637

The Usage of Appropriate Technology in Green Architecture -Take Village Homes Green Community for Example
p.1642

The Research of Masonry Failure Criterion Based on Orthogonal Anisotropic Strength Theory
p.1646

The Research on Microscopic Failure Criterion of Masonry
p.1652

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 450-451The Research of Masonry Failure Criterion Based on...

The Research of Masonry Failure Criterion Based on Orthogonal Anisotropic Strength Theory

Abstract:

A more suitable failure criterion for masonry is built based on the theory of orthogonal anisotropic strength. Several kinds of failure criteria expressions are analyzed and compared and it is shown that the failure envelope based on Hoffman strength theory is in good agreement with the experimental results.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 450-451)

Pages:

1646-1651

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.450-451.1646

Citation:

Cite this paper

Online since:

January 2012

Authors:

Wei Jun Yang, Yao Li, Ning Jiang

Keywords:

Failure Criteria, Masonry, Orthogonal Anisotropic, Strength Theory

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Andreaus U．Failure criteria for masonry panels under in plane loading[J]. Journal of Structural Engineering，1996，122(1)：37-46 (in foreign ).

Google Scholar

[2] Lourenco P B，Rots J G，Blaauwendraad J．Continuum model for masonry：parameter estimation and validation[J]．Journal of Structural Engineering, 1998, 124(06)：642—652(in foreign ).

DOI: 10.1061/(asce)0733-9445(1998)124:6(642)

Google Scholar

[3] Page, A. W. A biaxial failure criterion for brick masonry in the tension-tension range. Int. J. Masonry Constr. 1980, 1(1). (in foreign ).

Google Scholar

[4] Hoffman O．The brittle strength of orthotropic materials．J Composite Materials，1967, 1：200~206(in foreign ).

Google Scholar

[5] Tsai S W, Wu E M．A general theory of strength for anisotropic materials．Journal of Composite Materials, 1971, 5(1) (in foreign ).

Google Scholar

[6] LIU L P , TANG D X , TIAN Y B the experimental research of anisotropic intensity change rule of irrigation core concrete block masonry , Journal of Building Structures 2005, 26(5): 91-95(In Chinese).

Google Scholar