Geometric correction factors determined by force balance method for center cracked specimens .6. Subjected to linearly distributed bridging stresses in fiber-reinforced composites

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	Geometric correction factors determined by force balance method for center cracked specimens .6. Subjected to linearly distributed bridging stresses in fiber-reinforced composites
	D. L. Chen; B. Weiss; R. Stickler; Z. G. Wang
	1996
发表期刊	International Journal of Fracture
ISSN	0376-9429
卷号	81 期号:3 页码:R63-R69
部门归属	chinese acad sci,inst met res,state key lab fatigue & fracture mat,shenyang 110015,peoples r china.;chen, dl (reprint author), univ vienna,inst phys chem mat sci,waehringer guertel 18,a-1090 vienna,austria
关键词	Finite-width Matrix Cracking Fatigue Growth Mechanics Plate Tip
URL	查看原文
WOS记录号	WOS:A1996WV52200010
引用统计	被引频次：3[WOS] [WOS记录] [WOS相关记录]
文献类型	期刊论文
条目标识符	http://ir.imr.ac.cn/handle/321006/38252
专题	中国科学院金属研究所
推荐引用方式 GB/T 7714	D. L. Chen,B. Weiss,R. Stickler,et al. Geometric correction factors determined by force balance method for center cracked specimens .6. Subjected to linearly distributed bridging stresses in fiber-reinforced composites[J]. International Journal of Fracture,1996,81(3):R63-R69.
APA	D. L. Chen,B. Weiss,R. Stickler,&Z. G. Wang.(1996).Geometric correction factors determined by force balance method for center cracked specimens .6. Subjected to linearly distributed bridging stresses in fiber-reinforced composites.International Journal of Fracture,81(3),R63-R69.
MLA	D. L. Chen,et al."Geometric correction factors determined by force balance method for center cracked specimens .6. Subjected to linearly distributed bridging stresses in fiber-reinforced composites".International Journal of Fracture 81.3(1996):R63-R69.