Buckling equilibrium equations of arbitrarily loaded nonprismatic composite beams and the DQEM buckling analysis using EDQ
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Publication:1861723
DOI10.1016/S0307-904X(02)00084-7zbMath1042.74016OpenAlexW1978989293MaRDI QIDQ1861723
Publication date: 10 March 2003
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0307-904x(02)00084-7
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Related Items (3)
Buckling and post-buckling analysis of extensible beam-columns by using the differential quadrature method ⋮ A mixed method for bending and free vibration of beams resting on a Pasternak elastic foundation ⋮ Bending, second-order and buckling analysis of non-prismatic beam-columns by differential quadrature method
Cites Work
- A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections
- Differential quadrature element analysis using extended differential quadrature
- A derivation and solution of dynamic equilibrium equations of shear undeformable composite anisotropic beams using the DQEM
- Generalization of differential quadrature discretization
- Differential quadrature and longterm integration
- The warping torsion bar model of the differential quadrature element method
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