Numerical simulation of GFRP-reinforced glass structural elements under monotonic loading

Jorge Rocha,Eduardo Pereira,Jose Sena-Cruz,Luis Valarinho,Joao Ramoa Correia

Engineering Structures（2021）

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摘要

•SCM-FEMIX provide more accurate results mostly due to absence of dynamic effects.•DPM-ABAQUS residual stresses showed great influence on SFlex beams.•Small loading steps ABAQUS/Explicit ensures stability during crack formation.•In SDur beams, threshold angle and SCM showed a great influence on crack patterns.

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关键词

Glass-GFRP composite beams,Numerical analysis,Smeared crack model,Damaged plasticity model,Dynamic effects,Structural behaviour

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