PENGARUH KONFIGURASI DAN VARIASI DIAMETER STUDS TERHADAPA KINERJA FLAT PLATE SELF COMPACTING CONCRETE
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Institusion
Universitas Sriwijaya
Author
VALENTINO, YUDHA ALBAMA
Saloma, Saloma
Nurjannah, Siti Aisyah
Saloma, Saloma
Nurjannah, Siti Aisyah
Subject
TA347.F5C4665 Finite Element Method, Computer System Engineering Mathematics,
Datestamp
2023-04-12 02:35:38
Abstract :
Self compacting concrete is high quality concrete that can flow and fill empty spaces in the formwork with the help of gravity and its own weight without the help of vibrators. This concrete is also known for its ability to compact itself. Concrete material is inseparable from construction, because building structures such as foundations, columns, beams and floor slabs use concrete material. The construction is also growing, the building structure can be varied with flat plate. Flat plate is a structure that does not have beams, so it is very susceptible of punching shear. To overcome this, shear studs can be used. Previous experimental studies on the behavior of flat plates with shear studs against punching shear can be carried out using the finite element method. The finite element method is used to validate the results of experimental testing. This method can be done with the help of the ANSYS Parametric Design Language (APDL) program. The output will be in the form of load-deflection curves, ductility, deflection contours, stress contours, stiffness, energy dissipation, and the effect of shear on the stud diameter. After analysis, it can be concluded that flat plate material self compacting concrete is suitable for use on flat plates with higher stud diameters, because flat plate material self compacting concrete has a nominal shear strength higher than ultimate shear strength (Vu ? 0.75Vn).
Self compacting concrete is high quality concrete that can flow and fill empty spaces in the formwork with the help of gravity and its own weight without the help of vibrators. This concrete is also known for its ability to compact itself. Concrete material is inseparable from construction, because building structures such as foundations, columns, beams and floor slabs use concrete material. The construction is also growing, the building structure can be varied with flat plate. Flat plate is a structure that does not have beams, so it is very susceptible of punching shear. To overcome this, shear studs can be used. Previous experimental studies on the behavior of flat plates with shear studs against punching shear can be carried out using the finite element method. The finite element method is used to validate the results of experimental testing. This method can be done with the help of the ANSYS Parametric Design Language (APDL) program. The output will be in the form of load-deflection curves, ductility, deflection contours, stress contours, stiffness, energy dissipation, and the effect of shear on the stud diameter. After analysis, it can be concluded that flat plate material self compacting concrete is suitable for use on flat plates with higher stud diameters, because flat plate material self compacting concrete has a nominal shear strength higher than ultimate shear strength (Vu ? 0.75Vn).
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