Failure mechanism of masonry prism loaded in axial compression: computational aspects

Author:

Berto L.,Saetta A.,Scotta R.,Vitaliani R.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference35 articles.

1. Francis, A.J., Horman, C.B. and Jerrems, L.E., ‘The effect of joint thickness and other factors on the compressive strength of brickwork’, Proc. of the 2nd Int. Brick Masonry Conf., 1971. (eds. H.W.H. West & K.H. Speed, British Ceramic Research Association, Stoke-on-Trent, 1971) 31–37.

2. Hilsdorf, H.K., ‘An investigation into the failure mechanism of brick masony loaded in axial compression’, in ‘Designing, Engineering and Constructing with Masonry Products’ (ed. F.B. Johson, (Gulf, Houston, Tex., 1969) 34–41.

3. Binda, L., Fontana, A. and Frigerio, G., ‘Mechanical behaviour of brick masonries derived from unit and mortar characteristics’, in Proc. of the 8th International Brick/Block Masonry Conf., Dublin,1 (1988). 205–216.

4. Houston, J.Y. and Grimm, C.T., ‘Effect of the brick height on masonry compressive strength’,J. Mater. ASTM 7 (1972) 388–397.

5. Page, A.W., Simundic, G. and Han Xie, ‘A study of the relationship between unit, prism and wall strength for hollow masonry loaded in compression’, in Proc. of the 9th Int. Brick/Block Masonry Conf., Berlin, Germany (1991).

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