建筑材料学报
建築材料學報
건축재료학보
JOURNAL OF BUILDING MATERIALS
2009年
6期
706-710
,共5页
纤维增强水泥基复合材料%聚乙烯醇(PVA)纤维%单轴拉伸%极限抗拉应变
纖維增彊水泥基複閤材料%聚乙烯醇(PVA)纖維%單軸拉伸%極限抗拉應變
섬유증강수니기복합재료%취을희순(PVA)섬유%단축랍신%겁한항랍응변
fiber reinforced cementitious composite%PVA fiber%uniaxial tension%tensile strain capacity
研究了由2种性能相似、直径不同的聚乙烯醇(PVA)纤维增强的水泥基复合材料的单轴抗拉性能.试验结果表明:材料抗拉性能受纤维直径影响显著,在基材配比、纤维掺量均相同时,采用直径较大(d_f=39μm)PVA纤维的复合可获得应变硬化与多点开裂模式,其极限抗拉应变可达到2.6%;而采用直径较小(d_f=15μm)PVA纤维的复合材料却表现出明显的应变软化与单点开裂模式,其极限抗拉应变仅为0.1%左右;当采用细PVA纤维时,复合材料的抗拉强度有所提高;其主要原因是纤维的粗细影响了纤维的桥接应力.保证纤维从水泥石中拔出而非断裂是优化纤维桥接性能的基本条件.
研究瞭由2種性能相似、直徑不同的聚乙烯醇(PVA)纖維增彊的水泥基複閤材料的單軸抗拉性能.試驗結果錶明:材料抗拉性能受纖維直徑影響顯著,在基材配比、纖維摻量均相同時,採用直徑較大(d_f=39μm)PVA纖維的複閤可穫得應變硬化與多點開裂模式,其極限抗拉應變可達到2.6%;而採用直徑較小(d_f=15μm)PVA纖維的複閤材料卻錶現齣明顯的應變軟化與單點開裂模式,其極限抗拉應變僅為0.1%左右;噹採用細PVA纖維時,複閤材料的抗拉彊度有所提高;其主要原因是纖維的粗細影響瞭纖維的橋接應力.保證纖維從水泥石中拔齣而非斷裂是優化纖維橋接性能的基本條件.
연구료유2충성능상사、직경불동적취을희순(PVA)섬유증강적수니기복합재료적단축항랍성능.시험결과표명:재료항랍성능수섬유직경영향현저,재기재배비、섬유참량균상동시,채용직경교대(d_f=39μm)PVA섬유적복합가획득응변경화여다점개렬모식,기겁한항랍응변가체도2.6%;이채용직경교소(d_f=15μm)PVA섬유적복합재료각표현출명현적응변연화여단점개렬모식,기겁한항랍응변부위0.1%좌우;당채용세PVA섬유시,복합재료적항랍강도유소제고;기주요원인시섬유적조세영향료섬유적교접응력.보증섬유종수니석중발출이비단렬시우화섬유교접성능적기본조건.
The tensile properties of cementitious composites reinforced by two kinds of polyvinyl alcohol (PVA)fibers respectively were studied.Experimental results show that the tensile performance of the composites may be greatly influenced by the dimension of the fibers.If the fiber with diameter of 39 μm is used,the strain hardening and multiple cracking performances can be obtained under tensile load and the ultimate tensile strain may achieve 2.6%.By contrast,if the PVA fiber with diameter of 15 μm iS used,the composite behaves significant strain softening and single cracking model.The ultimate tensile strain a-ehieved iS only about 0.1%.The tensile strength of the composite reinforced with thinner fibers increases a little bit than that with the coarser one.The reasons of above different tensile performance are that the differences in crack bridging of the two composites.Crack bridging stress in composite is greatly controlled by the number of fibers bridging the cracks.Thinner fibers used in composite may lead less fibers to bridge the cracks due to fiber breakage.The fundamental requirement to enhance the crack bridging properties is to ensure fiber pull-out instead of breakage.