Chapter
Apr 26, 2012
Shear Strength of Concrete Hollow Block Masonry under Combined Shear and Compression Loading
Authors: Weirong Lü´ [email protected], Meng Wang [email protected], Xijun Liu [email protected], and Chuxian Shi [email protected]Author Affiliations
Publication: Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments
Abstract
With the development of vertical compressive stress, three typical failures of masonry wall under combined shear and compression loading appear in sequence, i.e. shear-friction, shear-compression and diagonal compression failure. Based on Coulomb friction, maximum tensile stress criterion, maximum compressive stress criterion and fuzzy theory, three typical failures can be divided into two shear-compression failure zones, namely the failure zone of shear-friction and shear-compression and the failure zone of shear-compression and diagonal compression. By applying weight functions to put different failures together in a failure zone, the shear strength of concrete hollow block masonry under combined shear and compression loading, which including three typical failures, is presented. Comparative result is shown that the calculated strength agreed well with the experimental results.
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Published In
Earth and Space 2010: Engineering, Science, Construction, and Operations in Challenging Environments
Pages: 3027 - 3033
Copyright
© 2010 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Affiliations
Laboratory of the Construction Process, Quality and Safety of Civil Engineering, Hunan University of Science and Technology; P.O. Box 411201, Xiangtang, China. E-mail: [email protected]
College of Civil Engineering, Hunan University of Science and Technology; P.O. Box 411201, Xiangtang, China. E-mail: [email protected]
College of Civil Engineering, Hunan University of Science and Technology; P.O. Box 411201, Xiangtang, China. E-mail: [email protected]
College of Civil Engineering, Hunan University; P.O. Box 410082, ChangSha, China. E-mail: [email protected]
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