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Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length-to-diameter ratio effect
Lei WS1; Qian GA(钱桂安)2; Yu ZS3; Berto F4
通讯作者Qian, Guian(qianguian@imech.ac.cn) ; Yu, Zhishui(Yu_Zhishui@163.com)
发表期刊THEORETICAL AND APPLIED FRACTURE MECHANICS
2019-12-01
卷号104页码:9
ISSN0167-8442
摘要Statistical size scaling of compressive strength of quasi-brittle materials demands to define a global stress parameter pertinent to the well accepted mechanism of shear stress induced fracture. The work proposes to adopt the resultant stress acting on the diagonal cross-section of a uniaxial compression specimen from one loading end to the other loading end in place of the conventional nominal compressive stress on two loading ends for statistical size scaling. As a result, the size effect on compressive strength is partitioned into specimen volume effect and specimen length-to-diameter ratio effect according to a recently developed formulation for the generalized weakest link statistics. This proposal is validated by three published data sets on the compressive strength of concrete, rock and four cohesive soils as preliminary case studies.
关键词Unconfined compressive strength Quasi-brittle materials Statistical size scaling Volume effect Length-to-diameter ratio effect
DOI10.1016/j.tafmec.2019.102345
收录类别SCI ; EI
语种英语
WOS记录号WOS:000505101300022
关键词[WOS]FRACTURE ; FAILURE
WOS研究方向Engineering ; Mechanics
WOS类目Engineering, Mechanical ; Mechanics
资助项目National Natural Science Foundation of China[11872364] ; Chinese Academy of Science (CAS) Pioneer Hundred Talents Program
项目资助者National Natural Science Foundation of China ; Chinese Academy of Science (CAS) Pioneer Hundred Talents Program
论文分区二类
力学所作者排名1
RpAuthorQian, Guian ; Yu, Zhishui
引用统计
被引频次:20[WOS]   [WOS记录]     [WOS相关记录]
文献类型期刊论文
条目标识符http://dspace.imech.ac.cn/handle/311007/81287
专题非线性力学国家重点实验室
作者单位1.Appl Mat Inc, Bldg 81,M-S 81305,974 East Argues Ave, Sunnyvale, CA 94085 USA;
2.Chinese Acad Sci, Inst Mech, State Key Lab Nonlinear Mech LNM, Beijing 100190, Peoples R China;
3.Shanghai Univ Engn Sci, Sch Mat Engn, 333 Long Teng Rd, Shanghai 201620, Peoples R China;
4.Norwegian Univ Sci & Technol NTNU, Dept Mech & Ind Engn, Richard Birkelands Vei 2b, N-7491 Trondheim, Norway
推荐引用方式
GB/T 7714
Lei WS,Qian GA,Yu ZS,et al. Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length-to-diameter ratio effect[J]. THEORETICAL AND APPLIED FRACTURE MECHANICS,2019,104:9.
APA Lei WS,钱桂安,Yu ZS,&Berto F.(2019).Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length-to-diameter ratio effect.THEORETICAL AND APPLIED FRACTURE MECHANICS,104,9.
MLA Lei WS,et al."Statistical size scaling of compressive strength of quasi-brittle materials incorporating specimen length-to-diameter ratio effect".THEORETICAL AND APPLIED FRACTURE MECHANICS 104(2019):9.
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