Analisis Variasi Bentuk Geometrik Tulangan Geser Block-T Komposit Beton Ringan Normal Dengan Metode Elemen Hingga
Abstract: The study deals with
the shear behavioor occuring on the contact surface between the falnge and The
Web of T-Shape composite concrete beam, in which the flange made of lightweight
concrete and the web of normal weight concrete material. The shear behavior of
the beam was inspected with respect to the variations of the type of shear
reinforcement, by using an analytical finite element model to fit the results
obtained out of laboratory testing. Analytical results out of the
implementation of SAP 2000 package program. Analytical result showed that with
shear reinforcements provided diagonally between flange longitudinal
reinforcements, the performance of the beam to resist slip was increased.
Keywords: T-Shape
composite concrete beam,
flange, web, lightweight
concrete, normal weight concrete, slip, shear reinforcements
Penulis: Zulfira Mirani
Kode Jurnal: jptsipildd090050
