A static boundary element solution for Bickford–Reddy beam

. Bickford–Reddy beam theory is a refined model in which it is assumed that axial displacements vary cubically across the height of the cross section. Consequently, quadratic distribution for transverse shear stresses is automatically satisfied instead of Timoshenko beam model which predicts a const...

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Veröffentlicht in:	Engineering with computers 2020-10, Vol.36 (4), p.1435-1451
Hauptverfasser:	Maia, C. D. C. D., Brito, W. K. F., Mendonca, A. V.
Format:	Artikel
Sprache:	eng
Schlagworte:	Beam theory (structures) Boundary element method CAE) and Design Calculus of Variations and Optimal Control Optimization Classical Mechanics Computer Science Computer-Aided Engineering (CAD Continuous beams Control Cross-sections Integral equations Math. Applications in Chemistry Mathematical and Computational Engineering Mathematical models Matrix algebra Matrix methods Original Article Reciprocal theorems Shear stress Stress concentration Systems Theory Timoshenko beams Vectors (mathematics)
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