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    王立成

    • 教授     博士生导师   硕士生导师
    • 性别:男
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:土木工程系
    • 学科:结构工程. 水工结构工程. 港口、海岸及近海工程
    • 办公地点:建设工程学部4号楼316
    • 联系方式:wanglich@dlut.edu.cn
    • 电子邮箱:wanglich@dlut.edu.cn

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    Experimental study on static and dynamic mechanical properties of steel fiber reinforced lightweight aggregate concrete

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    论文类型:期刊论文

    发表时间:2013-01-01

    发表刊物:CONSTRUCTION AND BUILDING MATERIALS

    收录刊物:SCIE、EI

    卷号:38

    页面范围:1146-1151

    ISSN号:0950-0618

    关键字:Steel fiber reinforced lightweight aggregate concrete; Drop weight test; Flexural toughness; Impact resistance

    摘要:Since high strength of lightweight aggregate concrete leads to increased brittleness, fiber reinforcement should be considered for improving strength and ductility. Five groups of SFLWC specimens with different steel fiber volumes including 0.0%, 0.5%, 1.0%, 1.5% and 2.0% were tested to investigate the effect of steel fiber content on the static mechanical properties and the impact resistance of lightweight aggregate concrete. The static mechanical properties include the prismatic compressive strength, splitting tensile strength, first-crack flexural strength, flexural strength, and flexural toughness, etc. The impact resistance of SFLWC was obtained by a series of drop-weight tests, recommended by the ACI committee 544. The experimental results indicated that addition of steel fiber can greatly improve such mechanical properties as the splitting tensile strength, flexural strength, flexural toughness and impact resistance, but leads to a little effect on compressive strength. The test results also showed that a logarithmic relation exists between flexural toughness energy by means of the generated load-deflection curves from the flexural tests and the impact energy by means of drop-weight tests. Further more, the author suggests the feasible volume ratio of this kind of steel fiber is 1-1.5%. (C) 2012 Elsevier Ltd. All rights reserved.