Yield design of reinforced concrete slabs using a rotation-free meshfree method

DOI10.1016/j.enganabound.2014.09.001zbMath1403.74070OpenAlexW1989235980MaRDI QIDQ1653602

Y. Aharonov

Publication date: 6 August 2018

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2014.09.001

zbMATH Keywords

reinforced concrete slabssmoothing techniqueconic optimizationcollapse loadlimit-staterotation-free meshfree method

Mathematics Subject Classification ID

Applications of mathematical programming (90C90) Spectral, collocation and related methods for boundary value problems involving PDEs (65N35) Optimization of other properties in solid mechanics (74P10)

Related Items (3)

Displacement and equilibrium mesh-free formulation based on integrated radial basis functions for dual yield design ⋮ Limit state analysis of reinforced concrete slabs using an integrated radial basis function based mesh-free method ⋮ The Equilibrium Cell-Based Smooth Finite Element Method for Shakedown Analysis of Structures

Cites Work

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