| contributor author | B. P. Sinha | |
| contributor author | C. L. Ng | |
| contributor author | R. F. Pedreschi | |
| date accessioned | 2017-05-08T21:16:58Z | |
| date available | 2017-05-08T21:16:58Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290899-1561%281997%299%3A2%2870%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45493 | |
| description abstract | The paper describes a novel method for determining the failure criterion of masonry in biaxial bending. The conventional failure theories are not applicable to masonry that exhibits both strength and stiffness orthotropies. The failure criterion has been established from a novel test described in this paper. It appears that the weaker direction cracks in flexure first, in many cases, and the load is then shed to the stronger direction. Final failure happens only after the stronger direction fails in flexure. The cracking and failure in biaxial bending is predicted by the equations given in this paper. | |
| publisher | American Society of Civil Engineers | |
| title | Failure Criterion and Behavior of Brickwork in Biaxial Bending | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 2 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1997)9:2(70) | |
| tree | Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 002 | |
| contenttype | Fulltext | |
