Resistencia a cortante y rasante de piezas compuestas de hormigón armado

En esta tesis de máster se propone estudiar la resistencia a cortante de elementos armados compuestos por dos hormigones. Para ello, se extiende a este tipo de elementos el Multi-Action Shear Model (MASM) y el Compression Chord Capacity Model (CCCM), originalmente desarrollados para piezas de un solo hormigón.

In this master's thesis, the shear strength of reinforced elements constructed with two concretes has been studied, extending the Multi-Action Shear Model (MASM) and the Compression Capacity Model (CCCM) to this type of element, originally developed for monolithic pieces.

Country

Spain

Related Organizations

Keywords

Bigues compostes d'acer, Steel I-beams, Resistencia a cortante, modelo mecánico, Concrete beams, vigas compuestas, Bigues de formigó, Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures

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