A microstructure-based multisurface failure criterion for the description of brittle and ductile failure mechanisms of clear-wood

被引:51
作者
Lukacevic, Markus [1 ]
Lederer, Wolfgang [1 ]
Fuessl, Josef [1 ]
机构
[1] Vienna Univ Technol, Inst Mech Mat & Struct, Karlspl 13, A-1040 Vienna, Austria
关键词
Wood; Failure mechanisms; Unit cell method; XFEM; NUMERICAL-SIMULATION TOOL; FINITE-ELEMENT-ANALYSIS; CRACK-PROPAGATION; PLASTICITY MODEL; DOWEL JOINTS; SPRUCE WOOD; FRACTURE; TIMBER; STRENGTH; BEHAVIOR;
D O I
10.1016/j.engfracmech.2017.02.020
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The failure behavior of wood, a complex natural composite, highly depends on structural features on several lower length scales. Thus, a new approach for the prediction of failure mechanisms of wood is proposed, aiming at a better description of mechanical processes in wood by taking the influence of microstructural characteristics into account. Previously proposed failure criteria for wooden cells are now linked to unit cells at the annual ring scale. Extensive investigation of load combinations allow the identification and classification of the main failure mechanisms of clear-wood. Based on these findings, a multisurface failure criterion is formulated, indicating brittle as well as ductile failure mechanisms and giving interesting insight into the failure behavior. A new algorithm is presented, which enables the simultaneous description of plastic failure and cracking within numerical simulations. Finally, the failure criterion is validated for biaxial experiments and applied to a timber engineering example. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:83 / 99
页数:17
相关论文
共 40 条
[1]  
[Anonymous], 1989, 504366 TVSM, P66
[2]  
[Anonymous], 2007, 383 DIN EN, V3
[3]  
[Anonymous], 1998, Computational Inelasticity. Interdisciplinary applied mathematics
[4]   Design oriented failure model for wood accounting for different tensile and compressive behavior [J].
Blanco, C. ;
Cabrero, J. M. ;
Martin-Meizoso, A. ;
Gebremedhin, K. G. .
MECHANICS OF MATERIALS, 2015, 83 :103-109
[5]  
Bohm H. J., 2004, SHORT INTRO CONTINUU
[6]   Fracture analysis of glued laminated timber beams with a hole using a 3D cohesive zone model [J].
Danielsson, Henrik ;
Gustafsson, Per Johan .
ENGINEERING FRACTURE MECHANICS, 2014, 124 :182-195
[7]   Comparison of fracture properties of two wood species through cohesive crack simulations [J].
Dourado, N. ;
Morel, S. ;
de Moura, M. F. S. F. ;
Valentin, G. ;
Morais, J. .
COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2008, 39 (02) :415-427
[8]  
Eberhardsteiner J., 2002, MECH VERHALTEN FICHT
[9]  
Filssl J, 2016, ARCH APPL MECH, V86, P89
[10]   Morphological lattice models for the simulation of softwood failure and fracture [J].
Fournier, Christopher R. ;
Davids, William G. ;
Nagy, Edwin ;
Landis, Eric N. .
HOLZFORSCHUNG, 2007, 61 (04) :360-366