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contributor authorQing Wang
contributor authorXiaoxiao Bao
contributor authorJian Yang
contributor authorGang Xu
contributor authorMeng Zhang
date accessioned2024-04-27T20:51:32Z
date available2024-04-27T20:51:32Z
date issued2023/12/01
identifier other10.1061-JMCEE7.MTENG-15781.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296116
description abstractThree-point bending test and acoustic emission (AE) monitoring of notched beams with different volume fractions of steel fiber ultrahigh-performance concrete (UHPC) were carried out. The results show that the initiation toughness, unstable toughness, and fracture energy of UHPC notched beams increase at first and then decrease with the increase of fiber fraction. Based on the stress intensity factor theory, the simplified formulas for calculating initiation toughness and fracture energy were derived. The acoustic emission signal of the UHPC notched beam fracture process was analyzed, and the characteristics of the UHPC material fracture process were characterized by AE energy and cumulative count. Based on the excellent correlation between AE signal and fracture characteristics, it was found that there is an excellent linear relationship between AE energy and fracture energy, and the relationship between cumulative count and crack mouth opening displacement was established.
publisherASCE
titleInvestigation of Ultrahigh-Performance Concrete Fracture Characteristics with Different Steel Fiber Fractions Based on Acoustic Emission
typeJournal Article
journal volume35
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-15781
journal fristpage04023437-1
journal lastpage04023437-14
page14
treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 012
contenttypeFulltext


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