A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Effect of Dimensions on the Compressive Strength of Concrete Masonry Prisms
Abstract This chapter investigates the accuracy of the height-to-thickness ratio (h/t) correction factors presented in the ASTM standard (ASTM C1314-03) and in other international standards using numerical finite element analysis. The FEM is calibrated with experimental results, and then a parametric study is performed to examine the effect of size on the strength of masonry prisms. Calibration of masonry material provided in this chapter is then used in developing finite element models of PT-MWs presented in Chap. 5 .
Effect of Dimensions on the Compressive Strength of Concrete Masonry Prisms
Abstract This chapter investigates the accuracy of the height-to-thickness ratio (h/t) correction factors presented in the ASTM standard (ASTM C1314-03) and in other international standards using numerical finite element analysis. The FEM is calibrated with experimental results, and then a parametric study is performed to examine the effect of size on the strength of masonry prisms. Calibration of masonry material provided in this chapter is then used in developing finite element models of PT-MWs presented in Chap. 5 .
Effect of Dimensions on the Compressive Strength of Concrete Masonry Prisms
Dr. Hassanli, Reza (author)
2018-08-08
28 pages
Article/Chapter (Book)
Electronic Resource
English
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