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延性纖維增強(qiáng)混凝土單軸拉伸性能試驗(yàn)研究*
寇佳亮1,2,鄧明科1,梁興文1
摘 要
寇佳亮1,2,鄧明科1,梁興文1
(1 西安建筑科技大學(xué)土木工程學(xué)院,西安 710055;2 西安理工大學(xué)土木建筑工程學(xué)院, 西安 710048)
 
[摘要]選用5種不同的PVA纖維配制延性纖維增強(qiáng)混凝土,對(duì)其進(jìn)行單軸拉伸性能試驗(yàn),測得材料的立方體抗壓強(qiáng)度、密度和拉伸應(yīng)力-應(yīng)變?nèi)€。通過試驗(yàn)對(duì)比分析發(fā)現(xiàn),摻加不同PVA纖維的延性纖維增強(qiáng)混凝土的拉伸應(yīng)力-應(yīng)變曲線均具有一定的應(yīng)變硬化特性;不同PVA纖維性能對(duì)初裂應(yīng)力-應(yīng)變、峰值應(yīng)力-應(yīng)變、極限拉應(yīng)變和抗壓強(qiáng)度都有明顯的影響;同一種纖維配制的延性纖維增強(qiáng)混凝土隨著水膠比增大,其立方體抗壓強(qiáng)度均有明顯降低,并且密度降低;水膠比對(duì)延性纖維增強(qiáng)混凝土的立方體抗壓強(qiáng)度、應(yīng)力-應(yīng)變影響較大,在滿足抗拉強(qiáng)度和韌性的前提下應(yīng)采用較低的水膠比,這也有助于提高纖維的分散性,但同時(shí)較低的水膠比將使其和易性變差。
[關(guān)鍵詞]延性纖維增強(qiáng)混凝土;聚乙烯醇纖維;單軸拉伸性能;應(yīng)力-應(yīng)變曲線;應(yīng)變硬化
中圖分類號(hào):TU528.58        文獻(xiàn)標(biāo)識(shí)碼:A        文章編號(hào):1002-848X(2013)01-0059-06
 
Experimental study of uniaxial tensile properties of ductile fiber reinforced concrete
Kou Jialiang1,2, Deng Mingke1, Liang Xingwen1
(1 School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an 710055, China; 2 School of Civil Engineering & Architecture, Xi′an University of Technology, Xi′an 710048, China)
 
Abstract: The uniaxial tensile properties of ductile fiber reinforced concrete compounded with 5 various PVA fibers were tested. The cube compressive strength,density and the uniaxial tensile complete stress-strain curve were obtained. Tests of uniaxial tensile properties show that the curves of partial ductile fiber reinforced concrete have strainhardening properties. Various PVA fibers properties have significant influence on initial cracking stress-strain, peak stress-strain, ultimate tensile strain and cube compressive strength. When the water-cement ratio of ductile fiber reinforced concrete with the same fiber increases, the cube compressive strength and density decrease. The water-cement ratio of ductile fiber reinforced concrete also has great effect on the stress-strain and cube compressive strength. The lower water-cement ratio, if the good tensile strength and toughness can be met, can help to improve the dispersion of fibers, and make it worse workability.
Keywords: ductile fiber reinforced concrete; PVA fiber; uniaxial tensile property; stress-strain curve; strain-hardening
* 國家自然科學(xué)基金資助項(xiàng)目(50908187,51078305),陜西省重點(diǎn)學(xué)科建設(shè)專項(xiàng)資金資助項(xiàng)目(E01001,E01003),陜西省自然科學(xué)青年基金資助項(xiàng)目(2009JQ7013),西安建筑科技大學(xué)基礎(chǔ)研究基金資助項(xiàng)目(JC0902), 長江學(xué)者和創(chuàng)新團(tuán)隊(duì)發(fā)展計(jì)劃資助項(xiàng)目,西安理工大學(xué)博士啟動(dòng)資金(118\|211206)。
作者簡介:寇佳亮,博士,講師,Email:jialiangkou0918@163.com
 
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