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Flexural–torsional behavior of thin-walled composite beams
AbstractThis paper presents a flexural–torsional analysis of I-shaped laminated composite beams. A general analytical model applicable to thin-walled I-section composite beams subjected to vertical and torsional load is developed. This model is based on the classical lamination theory, and accounts for the coupling of flexural and torsional responses for arbitrary laminate stacking sequence configuration, i.e. unsymmetric as well as symmetric. Governing equations are derived from the principle of the stationary value of total potential energy. Numerical results are obtained for thin-walled composites under vertical and torsional loading, addressing the effects of fiber angle, and laminate stacking sequence.
Flexural–torsional behavior of thin-walled composite beams
AbstractThis paper presents a flexural–torsional analysis of I-shaped laminated composite beams. A general analytical model applicable to thin-walled I-section composite beams subjected to vertical and torsional load is developed. This model is based on the classical lamination theory, and accounts for the coupling of flexural and torsional responses for arbitrary laminate stacking sequence configuration, i.e. unsymmetric as well as symmetric. Governing equations are derived from the principle of the stationary value of total potential energy. Numerical results are obtained for thin-walled composites under vertical and torsional loading, addressing the effects of fiber angle, and laminate stacking sequence.
Flexural–torsional behavior of thin-walled composite beams
Lee, Jaehong (Autor:in) / Lee, Seung-hye (Autor:in)
Thin-Walled Structures ; 42 ; 1293-1305
12.03.2004
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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