Brick-Mortar Bond and Masonry Compressive Strength

Author:

Sarangapani G.123,Venkatarama Reddy B. V.123,Jagadish K. S.123

Affiliation:

1. Senior Lecturer, Dept. of Civil Engineering, National Institute of Engineering, Mysore 570 008, India.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560 012, India.(corresponding author).

3. AICTE Emeritus Fellow, Dept. of Civil Engineering, Indian Institute of Science, Bangalore 560 012, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference20 articles.

1. Atkinson R. H. Noland J. L. and Abrams D. P. (1982). “A deformation theory for stack bonded masonry prisms in compression.” Proc. 7th Int. Brick Masonry Conf. Melbourne University Melbourne Australia 565–576.

2. ASTM. (1995). “Standard test methods of sampling and testing brick and structural clay tile.” ASTM C-67 West Conshohocken Pa.

3. Bureau of Indian Standards. (1976). “Indian standard methods of test for burnt clay building bricks.” IS 3495 New Delhi India.

4. Bureau of Indian Standards. (1989). “Specification for 43 grade ordinary portland cement.” IS 8112 New Delhi India.

5. Francis A. J. Horman C. B. and Jerrems L. E. (1971). “The effect of joint thickness and other factors on the compressive strength of brickwork.” Proc. 2nd Int. Brick Masonry Conf. H. W. H. West ed. British Ceramic Association Stoke-on-Trent U.K. 31–37.

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