Size effect and asymptotic matching analysis of fracture of closed-cell polymeric foam

被引:31
作者
Bazant, ZP
Zhou, Y
Zi, GS
Daniel, IM
机构
[1] Northwestern Univ, Dept Civil Engn, Evanston, IL 60208 USA
[2] Northwestern Univ, Dept Mat Sci, Evanston, IL 60208 USA
[3] Northwestern Univ, Dept Civil Engn, Evanston, IL 60208 USA
[4] Northwestern Univ, Dept Engn Mech, Evanston, IL 60208 USA
关键词
D O I
10.1016/S0020-7683(03)00362-7
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The effect of structure size on the nominal strength of closed-cell PVC foam (Divinycell H100) is investigated experimentally, theoretically and numerically. Two types of size effect are considered-Type I, characterizing failure of structures with large cracks or notches, and Type II, characterizing failure at crack initiation. Geometrically similar single edge-notched prismatic specimens of cross section widths 6.35, 43.9 and 305 mm, are tested under tension. The results are shown to agree with Bazant's law for type I energetic (deterministic) size effect derived by asymptotic matching of a solution by equivalent linear elastic fracture mechanics for large sizes and plastic crack solution for small sizes (in the derivation, the statically indeterminate size-dependent lateral shift of the axial load resultant due to rotational end restrain is taken into account). Fitting this law, previously verified for many quasibrittle materials, to the test results furnishes the values of the fracture energy of the foam as well as the characteristic size of the fracture process zone of foam. The size effect method of measuring the fracture characteristics of foam is further supported by analysis of recent notched beam tests of Zenkert and Backlund. Furthermore, it is shown that compressed V-notched specimens exhibit no size effect. Subsequently, the size effect of Type II is studied using previous test data of Fleck, Olurin and co-workers for dissimilar long holed panels having different width and different diameter-width ratios. An asymptotic matching formula for this type of size effect (similar to a previously derived formula for kink band failure of fiber composites) is set up and is shown capable of matching the test data well. But its verification as a predictive tool cannot yet be claimed because of inaccurate asymptotic properties of the available energy release function. Finally, the size effect of Type I is analyzed using the eigenvalue method for the cohesive crack model and the numerical results are shown to agree again with both Bazant's size effect law and the test results. (C) 2003 Elsevier Ltd. All rights reserved.
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页码:7197 / 7217
页数:21
相关论文
共 38 条
[1]  
[Anonymous], FRACTURE SIZE EFFECT
[2]  
[Anonymous], STRESS ANAL CRACKS H
[3]  
Ashby M. F., 1997, CELLULAR SOLIDS STRU, DOI DOI 10.1017/CBO9781139878326
[4]  
Baant Z., 1998, Fract. Mech. Concr. Struct, V3, P1905
[5]   THE ROLE OF MATERIAL ORTHOTROPY IN FRACTURE SPECIMENS FOR COMPOSITES [J].
BAO, G ;
HO, S ;
SUO, Z ;
FAN, B .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1992, 29 (09) :1105-1116
[6]  
Bazant Z., 2002, STABILITY STRUCTURES
[7]  
BAZANT ZP, 1987, ACI MATER J, V84, P463
[8]   DETERMINATION OF FRACTURE ENERGY, PROCESS ZONE LENGTH AND BRITTLENESS NUMBER FROM SIZE EFFECT, WITH APPLICATION TO ROCK AND CONCRETE [J].
BAZANT, ZP ;
KAZEMI, MT .
INTERNATIONAL JOURNAL OF FRACTURE, 1990, 44 (02) :111-131
[9]  
BAZANT ZP, 1984, J ENG MECH-ASCE, V110, P518
[10]   Size effect on compression strength of fiber composites failing by kink band propagation [J].
Bazant, ZP ;
Kim, JJH ;
Daniel, IM ;
Becq-Giraudon, E ;
Zi, G .
INTERNATIONAL JOURNAL OF FRACTURE, 1999, 95 (1-4) :103-141