ANALISIS GESER BALOK-T BETON BERTULANG BERLUBANG MEMANJANG DENGAN MENGGUNAKAN METODE ELEMEN HINGGA NONLINIER

Kasmat Saleh Nur,

 10.21831/inersia.v6i2.10540

Abstract



ABSTRACT
The presence of flanges on the reinforced concrete T-beam increases the shear
capacity, but if the beam-T is made in hollow elongated affect shear capacity. This
research conducted to find numerical modelling of nonlinear finite element for hollow
reinforced concrete. using the program ATENA V.2.1.10 which were then verified with
numerical experiment model. The results showed that the hole in hollow reinforced
concrete is not enough affect the shear capacity but may reduce the ductility, in which
the ductility decreases as the ratio of the hole increases.
Keywords : Reinforcement concrete, Hollow core beam, Shear, Ductility, Crack pattern.

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DOI: https://doi.org/10.21831/inersia.v6i2.10540

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