Efficient modelling of beam-like structures with general non-prismatic, curved geometry

Author:

Patni M.,Minera S.,Weaver P.M.,Pirrera A.

Funder

H2020 Marie Skłodowska-Curie European Training Network

EPSRC

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference62 articles.

1. Failure optimization of geometrically linear/nonlinear laminated composite structures using a two-step hierarchical model adaptivity;Johansen;Comput Meth Appl Mech Eng,2009

2. Bending stresses of steel web tapered tee section cantilevers;Kim;J Civil Eng Architect,2013

3. Analytical derivation of a general 2D non-prismatic beam model based on the Hellinger-Reissner principle;Beltempo;Eng Struct,2015

4. Non-prismatic beams: a simple and effective Timoshenko-like model;Balduzzi;Int J Solids Struct,2016

5. Mercuri V, Balduzzi G, Asprone D, Auricchio F. 2D non-prismatic beam model for stiffness matrix evaluation. In: Proceedings of the word conference on timber engineering, 22–25 August 2016.

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