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- W624049830 abstract "Using the physical and geometric properties of mortar and concrete brick (or block) elements, and attempt is made to predict the behavior and ultimate strength of brick or concrete block masonry prisms or assemblage. The loading curve for a given strength mortar is obtained from experimentally measured stress-strain data. Failure envelopes were established for the mortar following Mohr's theory of failure line, and for the block from the results of numerical analysis of solid masonry prisms. The proposed failure envelopes for predicting ultimate strength of masonry prisms showed good agreement with available experimental data." @default.
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- W624049830 date "1989-01-01" @default.
- W624049830 modified "2023-09-24" @default.
- W624049830 title "Finite Element Analysis of Concrete Masonry Prisms" @default.
- W624049830 doi "https://doi.org/10.14359/2152" @default.
- W624049830 hasPublicationYear "1989" @default.
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