| contributor author | Clayford T. Grimm | |
| contributor author | Richard L. Tucker | |
| date accessioned | 2017-05-08T20:51:45Z | |
| date available | 2017-05-08T20:51:45Z | |
| date copyright | September 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9445%281985%29111%3A9%282021%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29636 | |
| description abstract | For a given combination of masonry units and mortar, the flexural strength of masonry is dependent on the quality of workmanship, the method of loading, and the number of mortar joints in the span. The weakest link theory is applied to establish the relationship between flexural strength test data obtained for the same materials and workmanship by different loading conditions and sizes of masonry units. The theoretical results are verified by tests on 71 prisms and 23 wall panels. | |
| publisher | American Society of Civil Engineers | |
| title | Flexural Strength of Masonry Prisms Versus Wall Panels | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:9(2021) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009 | |
| contenttype | Fulltext | |