Mesoscale Modeling of Spallation Failure in Fiber-Reinforced Concrete Slab due to Impact Loading
Zhu, Wancheng1; Xu, Tao3; Zhao, Gaofeng4; Yuan, Lin2; Chen, Chongfeng5
刊名INTERNATIONAL JOURNAL OF GEOMECHANICS
2016-02-01
卷号16期号:1
关键词Frc Slab Spallation Failure Mesoscale Modeling Impact Loading
ISSN号1532-3641
DOI10.1061/(ASCE)GM.1943-5622.0000496
文献子类Article
英文摘要In this paper, a model for damage and fracture, considering the heterogeneity of material properties, is validated and used to investigate the mechanism of spallation in fiber-reinforced concrete (FRC) slabs with various fiber and aggregate contents under impact loading. Numerical simulations show that there is a marked difference in the failure patterns among slabs with various fiber and aggregate contents, and the fibers can remarkably improve the tensile strength of the concrete slab, effectively prevent the initiation and propagation of cracks, and inhibit the occurrence of spallation. Moreover, numerical simulations capture the whole process of the propagation of incident compressive stress waves in the FRC and the reflection of stress waves upon concrete surfaces and the spallation failure of FRC induced by the reflected tensile stress wave, which is obviously different from the failure pattern of FRC under static loads. The results of this study can also provide a valuable reference for studies on the tensile properties and failure modes of heterogeneous quasi-brittle materials and the design of FRC slabs with appropriate fiber contents.
WOS关键词MECHANICAL-PROPERTIES ; HIGH-STRENGTH ; CONFINED CONCRETE ; CEMENT COMPOSITE ; BLAST RESISTANCE ; FINITE-ELEMENT ; BEHAVIOR ; DAMAGE ; SIMULATION ; COLUMNS
WOS研究方向Engineering
语种英语
出版者ASCE-AMER SOC CIVIL ENGINEERS
WOS记录号WOS:000370074100023
内容类型期刊论文
源URL[http://cas-ir.dicp.ac.cn/handle/321008/171178]  
专题大连化学物理研究所_中国科学院大连化学物理研究所
通讯作者Xu, Tao
作者单位1.Northeastern Univ, Ctr Rock Instabil & Seism Res, Shenyang 110819, Peoples R China
2.Chinese Acad Sci, Dalian Inst Chem Phys, Infrastruct Off, Dalian 116023, Peoples R China
3.Northeastern Univ, Ctr Rock Instabil & Seism Res, Shenyang 110819, Peoples R China
4.Univ New S Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
5.Northeastern Univ, Ctr Rock Instabil & Seism Res, Shenyang 110819, Peoples R China
推荐引用方式
GB/T 7714
Zhu, Wancheng,Xu, Tao,Zhao, Gaofeng,et al. Mesoscale Modeling of Spallation Failure in Fiber-Reinforced Concrete Slab due to Impact Loading[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2016,16(1).
APA Zhu, Wancheng,Xu, Tao,Zhao, Gaofeng,Yuan, Lin,&Chen, Chongfeng.(2016).Mesoscale Modeling of Spallation Failure in Fiber-Reinforced Concrete Slab due to Impact Loading.INTERNATIONAL JOURNAL OF GEOMECHANICS,16(1).
MLA Zhu, Wancheng,et al."Mesoscale Modeling of Spallation Failure in Fiber-Reinforced Concrete Slab due to Impact Loading".INTERNATIONAL JOURNAL OF GEOMECHANICS 16.1(2016).
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