Fracture characteristics of wood under mode I, mode II, and mode III loading

被引:32
作者
Frühmann, K
Reiterer, A
Tschegg, EK
Stanzl-Tschegg, SS
机构
[1] Agr Univ Vienna, Inst Meteorol & Phys, A-1180 Vienna, Austria
[2] Agr Univ Vienna, Christian Doppler Lab Fundamentals Wood Machining, A-1180 Vienna, Austria
[3] Austrian Ind Res Promot Fund, A-1015 Vienna, Austria
[4] Vienna Univ Technol, Inst Appl & Tech Phys, A-1040 Vienna, Austria
来源
PHILOSOPHICAL MAGAZINE A-PHYSICS OF CONDENSED MATTER STRUCTURE DEFECTS AND MECHANICAL PROPERTIES | 2002年 / 82卷 / 17-18期
关键词
D O I
10.1080/01418610210130994
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Wood is a highly optimized cellular orthotropic material. Its structural properties have major influence on the fracture mechanics behaviour of the material. The aim of the presented study is the evaluation and analysis of differences in the fracture process of wood subjected to fundamental fracture modes. The results of fracture mechanics experiments for mode I, mode II and mode III in two crack propagation systems were evaluated. The fracture process is discussed by means of the load-displacement diagrams recorded under stable crack propagation and the calculation of the specific fracture energy. It was found that the typical specific fracture energy is much higher for the mode II and mode III cases than for mode I loading. The differences for wood are explained by different energy-dissipating processes such as the development of larger damage zones for mode II and mode III loading than for mode I loading. The influence of the chosen orientation and its relation to structural parameters of the material are also discussed. The findings are supported by microscopic images of typical fracture surfaces.
引用
收藏
页码:3289 / 3298
页数:10
相关论文
共 20 条
[1]   INFLUENCE OF STRUCTURE SIZE IN LINEAR AND NONLINEAR (WOOD) FRACTURE-MECHANICS [J].
AICHER, S ;
REINHARDT, HW .
HOLZ ALS ROH-UND WERKSTOFF, 1993, 51 (03) :215-220
[2]   THE FRACTURE AND TOUGHNESS OF WOODS [J].
ASHBY, MF ;
EASTERLING, KE ;
HARRYSSON, R ;
MAITI, SK .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1985, 398 (1815) :261-280
[3]   THE EFFECT OF MICROSTRUCTURE AND STRESS STATE ON THE FRACTURE-BEHAVIOR OF WOOD [J].
BOATRIGHT, SWJ ;
GARRETT, GG .
JOURNAL OF MATERIALS SCIENCE, 1983, 18 (07) :2181-2199
[4]  
BOSTROM L, 1992, TVBM1012 I TECHN
[5]   Evidence for the strength function of rays in living trees [J].
Burgert, I ;
Bernasconi, A ;
Eckstein, D .
HOLZ ALS ROH-UND WERKSTOFF, 1999, 57 (05) :397-399
[6]  
DILLLANGER G, 2000, P INT C WOOD WOOD FI, P93
[7]   Crack face interaction and mixed mode fracture of wood composites during mode III loading [J].
Ehart, RJA ;
Stanzl-Tschegg, SE ;
Tschegg, EK .
ENGINEERING FRACTURE MECHANICS, 1998, 61 (02) :253-278
[8]  
EHART RJA, 1998, THESIS TU VIENNA VIE
[9]  
FRUHMANN K, 2001, P 10 INT C FRACT HON, P603
[10]  
FUTO L, 1962, HOLZ ROHWERKSTOFF, V27, P192