Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation

By S. Schnabl, Miran Saje, Goran Turk, Igor Planinc. 2007

150 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/d00241acfc09d5adfa0f7428e6f05d9753329716

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Andrea Dall'Asta
2. Alessandro Zona
3. Gianluca Ranzi

In Mechanics of Materials

1. Alessandro Zona
2. Gianluca Ranzi

Citations in the corpus

• A geometric nonlinear model for composite beams with partial interaction (2010, background): “Other generalizations involved the inclusion of the shear deformability of one component [5] and of both components [6] of the composite beam.”
• Variational principle of partial-interaction composite beams using Timoshenko's beam theory (2012, unknown): “[8] also gave the analytical solutions of two-layer beam taking into account shear deformation, in which different shear deformations were allowed in two layers.”