中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
C(t) dominance of the mixed I/II creep crack: Part II. Extensive creep

文献类型:期刊论文

作者Dai YW4; Liu YH3; Qin F4; Chao Y2; Qian GA(钱桂安)1
刊名THEORETICAL AND APPLIED FRACTURE MECHANICS
出版日期2020-04-01
卷号106页码:21
关键词Mixed I/II Creep crack C*-integral Constraint effect Stress triaxiality
ISSN号0167-8442
DOI10.1016/j.tafmec.2020.102489
英文摘要

In the Part II of this paper, two typical specimens, i.e. compact tension shear (CTS) specimen and single edge notched (SEN) specimen, are selected as the numerical cases to analyse the dominance of C*-integral for mixed I/II creep crack under extensive creep. C*-integrals under different loading angles are presented with the same loading level for CTS specimens and SEN specimens. The equivalent creep zone enlarges with the decrease of the loading angle, which implies that the lower creep mixity occupies the larger equivalent creep zone under the same loading level. A normalized stress function method based on the FE calculation is given to obtain the distribution functions of mixed I/II creep crack tip fields. The comparisons of the FE solutions and HRR field are made for CTS and SEN specimens with various crack depths, and it can be found that the loss dominance of C(t) becomes remarkable under those cases close to mode I loading. The Q-parameter computed with the tangential stress is found to be invalid to be used as the constraint parameter for mixed mode creep crack under the extensive creep regime because of the influence of blunting effect. The stress triaxiality along maximum tangential stress (MTS) direction is suitable to be selected as the constraint parameter for the mixed I/II creep crack tip field. The stress triaxiality is independent on the radial distance even in a wide range away from creep crack tip along the MTS direction.

分类号二类/Q1
WOS关键词TIP FIELDS ; FRACTURE-BEHAVIOR ; FINITE-ELEMENT ; STRESS-FIELD ; MODE MIXITY ; GROWTH ; SPECIMENS ; SOLIDS
资助项目National Natural Science Foundation of China[11902009] ; National Natural Science Foundation of China[11672009] ; National Natural Science Foundation of China[11672147] ; National Natural Science Foundation of China[11872364] ; Beijing Natural Science Foundation[2204074] ; Scientific Research Common Program of Beijing Municipal Commission of Education[KM202010005034] ; CAS Pioneer Hundred Talents Program
WOS研究方向Engineering ; Mechanics
语种英语
WOS记录号WOS:000519657500028
资助机构National Natural Science Foundation of China ; Beijing Natural Science Foundation ; Scientific Research Common Program of Beijing Municipal Commission of Education ; CAS Pioneer Hundred Talents Program
源URL[http://dspace.imech.ac.cn/handle/311007/81771]  
专题力学研究所_非线性力学国家重点实验室
通讯作者Dai YW; Liu YH; Qin F
作者单位1.Chinese Acad Sci, Inst Mech, State Key Lab Nonlinear Mech LNM, Beijing 100190, Peoples R China
2.Univ South Carolina, 300 Main St,Room A123, Columbia, SC 29208 USA
3.Tsinghua Univ, Dept Engn Mech, AML, Beijing 100084, Peoples R China
4.Beijing Univ Technol, Coll Mech Engn & Appl Elect Technol, Beijing 100124, Peoples R China
推荐引用方式
GB/T 7714
Dai YW,Liu YH,Qin F,et al. C(t) dominance of the mixed I/II creep crack: Part II. Extensive creep[J]. THEORETICAL AND APPLIED FRACTURE MECHANICS,2020,106:21.
APA Dai YW,Liu YH,Qin F,Chao Y,&Qian GA.(2020).C(t) dominance of the mixed I/II creep crack: Part II. Extensive creep.THEORETICAL AND APPLIED FRACTURE MECHANICS,106,21.
MLA Dai YW,et al."C(t) dominance of the mixed I/II creep crack: Part II. Extensive creep".THEORETICAL AND APPLIED FRACTURE MECHANICS 106(2020):21.

入库方式: OAI收割

来源:力学研究所

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