A proposed technique for large deflection analysis of cantilever beams composed of two nonlinear elastic materials subjected to an inclined tip concentrated force

被引:5
作者
Al-Sadder, Samir [1 ]
Shatarat, Nasim [1 ]
机构
[1] Hashemite Univ, Dept Civil Engn, Zarka 13115, Jordan
关键词
ADINA; composite cantilever beam; large deflections; nonlinear elastic material; semi-analytical solution;
D O I
10.1260/136943307781422244
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new technique was proposed for the large deflection problem of a prismatic composite cantilever beam made of two different nonlinear elastic materials and subjected to an inclined tip concentrated force. Two types of composite cantilever beams were considered in this study: A solid rectangular and a hollow circular crosssection beam. The proposed technique assumes that the behavior of a composite cantilever beam is equivalent to the behavior of two homogeneous cantilever beams. A semi-analytical solution describing the complete behavior of each homogeneous beam was derived and the complete deflection curve of the composite cantilever beam was obtained by considering the weighted average deflection curves of the two homogeneous cantilevers with respect to the tip forces. Several numerical examples were presented at the end of the study. Results obtained using the proposed technique were compared with results obtained using the software ADINA and found to be in good agreement.
引用
收藏
页码:319 / 335
页数:17
相关论文
共 18 条
[1]  
*ADINA, 2002, ADINA US INT US GUID
[2]   INELASTIC ANALYSIS OF FLEXIBLE BARS USING SIMPLIFIED NONLINEAR EQUIVALENT SYSTEMS [J].
FERTIS, DG ;
LEE, CT .
COMPUTERS & STRUCTURES, 1991, 41 (05) :947-958
[3]   POST-BUCKLING BEHAVIOR OF COLUMNS WITH NON-LINEAR CONSTITUTIVE-EQUATIONS [J].
HASLACH, HW .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 1985, 20 (01) :53-67
[4]   Large deflections of cantilever beams of non-linear elastic material under a combined loading [J].
Lee, K .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2002, 37 (03) :439-443
[5]   A VARIATIONAL APPROACH FOR THE DEFLECTIONS AND STABILITY BEHAVIOR OF POSTBUCKLED ELASTIC PLASTIC SLENDER STRUTS [J].
LEWIS, G ;
MAZILU, P ;
MONASA, F .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 1987, 22 (05) :373-385
[6]   LARGE DEFLECTIONS OF CANTILEVER BEAMS OF NON-LINEAR MATERIALS [J].
LEWIS, G ;
MONASA, F .
COMPUTERS & STRUCTURES, 1981, 14 (5-6) :357-360
[7]   BENDING OF A NON-LINEAR RECTANGULAR BEAM IN LARGE DEFLECTION [J].
LO, CC ;
DASGUPTA, S .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1978, 45 (01) :213-215
[8]  
LUAN F, 1991, APPL MATH MECH, V12, P547
[9]  
MONASA F, 1979, P 3 ENG MECH SPEC C, P638
[10]  
ODEN JT, 1970, J APPL MECH, V69, P8