Estimation of the initial peak load for circular tubes subjected to axial impact

被引:25
作者
Chen, D. H. [2 ]
Ushijima, K. [1 ]
机构
[1] Kyushu Sangyo Univ, Dept Mech Engn, Higashi Ku, Fukuoka 8138503, Japan
[2] Tokyo Univ Sci, Dept Mech Engn, Chiyoda Ku, Tokyo 1020073, Japan
关键词
Circular tubes; Axial impact; Energy absorption; FEM; CYLINDRICAL-SHELLS; ENERGY-ABSORPTION; SQUARE TUBES; TRANSITION; COLLAPSE;
D O I
10.1016/j.tws.2011.02.013
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper discusses the estimation of the initial peak load for circular tubes subjected to axial impact based on a finite element analysis. The peak load depends on the material properties, tube geometries and impact velocity. By changing some parameters systematically, effects of material properties and tube geometries on the peak load are explored. Also, the effect of the impact velocity on the peak load implies both the inertia effect and the material strain rate dependency. By observing the axial stress distribution and deformation behaviour in detail, and by calculating the strain rate near the vertex of a wrinkle when the peak load is observed, both effects on the peak load are clarified. Moreover, an approximate equation to evaluate the peak stress is proposed and in good agreement with the FEM results and other researcher's results under a relatively low impact velocity (V(0) < 40 m/s). (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:889 / 898
页数:10
相关论文
共 13 条
[1]   On the mechanics of the global bending collapse of circular tubes under dynamic axial load - Dynamic buckling transition [J].
Karagiozova, D. ;
Jones, Norman .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2008, 35 (05) :397-424
[2]   Inertia effects in axisymmetrically deformed cylindrical shells under axial impact [J].
Karagiozova, D ;
Alves, M ;
Jones, N .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2000, 24 (10) :1083-1115
[3]   Energy absorption of aluminium alloy circular and square tubes under an axial explosive load [J].
Karagiozova, D ;
Nurick, GN ;
Yuen, SCK .
THIN-WALLED STRUCTURES, 2005, 43 (06) :956-982
[4]   Transition from progressive buckling to global bending of circular shells under axial impact - Part I: Experimental and numerical observations [J].
Karagiozova, D ;
Alves, M .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2004, 41 (5-6) :1565-1580
[5]   Transition from progressive buckling to global bending of circular shells under axial impact - Part II: Theoretical analysis [J].
Karagiozova, D ;
Alves, M .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2004, 41 (5-6) :1581-1604
[6]   On dynamic buckling phenomena in axially loaded elastic-plastic cylindrical shells [J].
Karagiozova, D ;
Jones, N .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2002, 37 (07) :1223-1238
[7]   Influence of stress waves on the dynamic progressive and dynamic plastic buckling of cylindrical shells [J].
Karagiozova, D ;
Jones, N .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2001, 38 (38-39) :6723-6749
[8]   Dynamic effects on buckling and energy absorption of cylindrical shells under axial impact [J].
Karagiozova, D ;
Jones, N .
THIN-WALLED STRUCTURES, 2001, 39 (07) :583-610
[9]   A study of the plastic buckling of axially compressed cylindrical shells with a thick-shell theory [J].
Lu, G ;
Mao, RJ .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2001, 43 (10) :2319-2330
[10]   Effect of plastic deformation and boundary conditions combined with elastic wave propagation on the collapse site of a crash box [J].
Rusinek, A. ;
Zaera, R. ;
Forquin, P. ;
Klepaczko, J. R. .
THIN-WALLED STRUCTURES, 2008, 46 (10) :1143-1163