1993
DOI: 10.1061/(asce)0733-9445(1993)119:4(1265)
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Composite Beam‐Columns with Interlayer Slip—Exact Analysis

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Cited by 242 publications
(198 citation statements)
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“…Gara et al (2006) extended Adekola's model to handle a wider class of loading and boundary condition. Girhammar and Gopu (1993) and Girhammar and Pan (2007) developed an exact analysis for composite beams by the first order and second order analysis. More recently, effects of shear deformation were investigated by employing Timoshenko beam theory.…”
Section: Bilayers With Sliding Interfacementioning
confidence: 99%
“…Gara et al (2006) extended Adekola's model to handle a wider class of loading and boundary condition. Girhammar and Gopu (1993) and Girhammar and Pan (2007) developed an exact analysis for composite beams by the first order and second order analysis. More recently, effects of shear deformation were investigated by employing Timoshenko beam theory.…”
Section: Bilayers With Sliding Interfacementioning
confidence: 99%
“…The static analysis done by Newmark et al [4] is based on the Euler-Bernoulli beam theory and become a basis of subsequent investigations of layered beam system with interlayer slip [8,9,12]. Today the analyti-cal and numerical solutions and refine of the theory of beams with flexible shear connections are presented by several authors such as Girhammar and Gopu [5], Planic et al [6], Girhammar and Pan [7], Girhammar [13], Ranzi et al [14], Schnabl et al [15], Saje et al [16]. There exist many other works on this topic, it is not the aim of the present paper to give a complete list on the layered beam with flexible shear connections.…”
Section: Introductionmentioning
confidence: 99%
“…It may be the connection between the beam components is perfect only in normal direction and the connection is not perfect in tangential direction. A lot of works deal with numerical and analytical solution of straight layered composite beam with imperfect shear connections [1][2][3][4][5][6][7][8]. In papers [1][2][3][4] variational principles for layered straight beams with imperfect shear connections are formulated and used to get approximate solutions.…”
Section: Introductionmentioning
confidence: 99%