T-stub aluminium joints: influence of behavioural parameters

被引:47
作者
De Matteis, G
Mandara, A
Mazzolani, FM
机构
[1] Univ Naples Federico II, Fac Engn, Dept Struct Anal & Design, I-80125 Naples, Italy
[2] Univ Naples 2, Fac Engn, Dept Civil Engn, I-80131 Aversa, CE, Italy
关键词
aluminium alloys; bolted joints; T-stub; numerical analysis; strain hardening; available ductility; heat affected zones;
D O I
10.1016/S0045-7949(00)00081-X
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper is focused on the behaviour of aluminium alloy T-stub joints. The analysis is developed by means of finite element method simulation carried out with the non-linear code ABAQUS. The procedure has been accurately calibrated on the basis of some existing experimental results. The analysis, which has been referred to several behavioural parameters, has shown that, contrary to steel joints, the collapse mechanisms cannot be clearly defined, owing to a more gradual transition observed between each other. This is mainly a consequence of the stronger influence of the alloy hardening features. (C) 2000 Civil-Comp Ltd. and Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:311 / 327
页数:17
相关论文
共 23 条
[1]  
*ABAQUS, 1997, THEOR MAN VERS 5 7
[2]  
*ABAQUS, 1997, US MAN VERS 5 7
[3]  
[Anonymous], P 3 INT C STEEL AL S
[4]  
BERSTAD T, 1994, LS DYNA3D C LIV SOFT
[5]   Calibration of a finite element model for isolated bolted end-plate steel connections [J].
Bursi, OS ;
Jaspart, JP .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1997, 44 (03) :225-262
[6]   Remarks on the use of EC3-Annex J for the prediction of aluminium joint behaviour [J].
De Matteis, G ;
Mandara, A ;
Mazzolani, FM .
STABILITY AND DUCTILITY OF STEEL STRUCTURES, 1999, :229-240
[7]  
DEMATTEIS G, 1999, P EUR C COMP MECH MU
[8]  
DEMATTEIS G, 1999, P 2 EUR C STEEL STRU
[9]   Experimental analysis of bolted connections: Snug versus preloaded bolts [J].
Faella, C ;
Piluso, V ;
Rizzano, G .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1998, 124 (07) :765-774
[10]  
FAELLA C, 1997, P BEHAV STEEL STRUCT, P572