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contributor authorQinghua Li; Xin Zhao; Shilang Xu; Christopher K. Y. Leung; Bing Wang
date accessioned2019-03-10T12:18:49Z
date available2019-03-10T12:18:49Z
date issued2019
identifier other%28ASCE%29MT.1943-5533.0002576.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255304
description abstractIn this research, the multiple impact resistance of hybrid fiber ultrahigh toughness cementitious composites (UHTCC) was studied. By varying the impact velocity, different degrees of initial damage were first induced in the specimens. Then the multiple impact behavior of these specimens, including stress-strain relationship, energy absorption capability, degree of damage, and microstructure of damaged material were investigated and discussed. The results revealed that hybrid fiber UHTCC specimens could maintain their integrity even though the dynamic peak stress was below 10.0 MPa, which significantly reduced the surface spalling of fragments. The specimens with a low-degree initial damage showed improved multiple impact resistance over those without initial damage, because the microstructure of specimens was densified under the low-velocity initial impact load. Through the comparison among four groups of specimens with 2.0% of polyvinyl alcohol (PVA) fiber and different volume fractions (0.0%, 0.5%, 1.0%, and 1.5%) of steel fiber, the specimens with 1.0% steel fiber showed the highest energy absorption capability and sustained the largest number of impacts.
publisherAmerican Society of Civil Engineers
titleMultiple Impact Resistance of Hybrid Fiber Ultrahigh Toughness Cementitious Composites with Different Degrees of Initial Damage
typeJournal Paper
journal volume31
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002576
page04018368
treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
contenttypeFulltext


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