| contributor author | K. C. G. Ong | |
| contributor author | P. Paramasivam | |
| contributor author | M. Subramanian | |
| date accessioned | 2017-05-08T22:17:52Z | |
| date available | 2017-05-08T22:17:52Z | |
| date copyright | February 1997 | |
| date issued | 1997 | |
| identifier other | 40144789.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/76670 | |
| description abstract | A study was carried out to investigate the cyclic behavior of steel-fiber cement-mortar overlaid concrete beams at various stress levels. Two different volume fractions of steel fibers were selected for the present study. The concrete-beam specimens used in this study were tested simply supported with a point load at midspan. Two different types of bonding conditions were studied. The deterioration in the flexural rigidity of the test specimens after being subjected to a predetermined number of load cycles was evaluated. The test specimens were subjected to 100,000 cycles of loading under a maximum load of 45, 55, and 65% of the ultimate static load. Static loading tests to failure after 100,000 cycles of applied load showed that some of the beams loaded up to 65% of ultimate static failure strength failed by partial or complete delamination of the overlay. The results of the experimental tests are summarized and discussed in this paper. | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Behavior of Steel-Fiber Mortar Overlaid Concrete Beams | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1997)9:1(21) | |
| tree | Journal of Materials in Civil Engineering:;1997:;Volume ( 009 ):;issue: 001 | |
| contenttype | Fulltext | |
