Prediction of solid block masonry prism compressive strength using FE model

Author:

Uday Vyas Ch. V.,Venkatarama Reddy B. V.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference26 articles.

1. EUROCODE-6 (1996) Design of masonry structures. Part 1-1. General rules for buildings: reinforced and unreinforced masonry structures. ENV 1996-1-1, CEN, European Committee for Standardisation, Brussels

2. Francis AJ, Horman CB, Jerems LE (1971) The effect of joint thickness and other factors on compressive strength of brickwork. In: Proceedings of 2nd international brick masonry conference, Stoke-on-Trent, pp 31–37

3. Hilsdorf HK (1969) An investigation into the failure mechanism of brick masonry loaded in axial compression. In: Johnson FB (ed) Designing, engineering and constructing with masonry products. Gulf Publishing, Houston, pp 34–41

4. Khoo CL, Hendry AW (1973) A failure criteria for brickwork in axial compression. In: Proceedings of the 3rd international brick masonry conference, Essen, pp 141–145

5. Sahlin S (1971) Structural masonry. Prentice Hall, New Jersey

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