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contributor authorTian Su
contributor authorJin Wu
contributor authorZhenghao Zou
contributor authorJifeng Yuan
date accessioned2022-01-30T20:50:58Z
date available2022-01-30T20:50:58Z
date issued9/1/2020 12:00:00 AM
identifier other%28ASCE%29MT.1943-5533.0003303.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267232
description abstractThe pullout tests are performed to investigate the bond performance of steel bar in recycled coarse aggregate concrete (RAC) under salt-frost (S-F) and repeated loading, and compared with the bond performance of steel bar in RAC under S-F and monotonic loading by the authors. The results show that the ultimate bond strength for repeated loading decreased after S-F cycles, and the ultimate bond strength for repeated loading is lower than that for monotonic loading after the same S-F cycles. The peak slip for repeated loading increased after S-F cycles, and the peak slip of the specimens for repeated loading is higher than that for monotonic loading after S-F cycles. The ultimate bond strength prediction equation of steel bar in RAC under S-F and repeated loading is presented. The S-F cycle causes the bond stress to move toward the free end, and the repeated loading accelerates the transfer of bond stress to the free end.
publisherASCE
titleBond Performance of Steel Bar in RAC under Salt-Frost and Repeated Loading
typeJournal Paper
journal volume32
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003303
page10
treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 009
contenttypeFulltext


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