| contributor author | Mohammed H. Baluch | |
| contributor author | Abul K. Azad | |
| date accessioned | 2017-05-08T22:12:21Z | |
| date available | 2017-05-08T22:12:21Z | |
| date copyright | December 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9399%281985%29111%3A12%281535%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/73520 | |
| description abstract | The influence of nonpropagating cracks on redistribution of internal forces in the flexure of statically indeterminate beams is studied by modeling crack as a rotational spring of known compliance, where the compliance is determined by using the relationship between the stress intensity factor for Mode I cracks and the compliance itself. The problem is formulated in terms of conpact slope deflection type equations. Results indicate significance of parameter α, which is defined as the ratio of crack stiffness to beam stiffness. It is found that for values of α > 25, the influence of discrete crack flexibility on force redistribution can be ignored. | |
| publisher | American Society of Civil Engineers | |
| title | Flexure of Statically Indeterminate Cracked Beams | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1985)111:12(1535) | |
| tree | Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012 | |
| contenttype | Fulltext | |
