Skripsi

PENGARUH KONFIGURASI DAN VARIASI DIAMETER STUDS TERHADAP KINERJA FLAT PLATE SELF COMPACTING CONCRETE. 

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Penilaian

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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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Availability

Inventory Code	Barcode	Call Number	Location	Status
2307001746	T95360	T953602023	Central Library (Referens)	Available

Detail Information

Series Title

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Call Number

T953602023

Publisher

Indralaya : Prodi Teknik Sipil, Fakultas Teknik Universitas Sriwijaya., 2023

Collation

xix, 67 hlm.; ilus.; 29 cm

Language

Indonesia

ISBN/ISSN

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Classification

691.307

Content Type

Text

Media Type

unmediated

Carrier Type

-

Edition

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Subject(s)

beton
Prodi Teknik Sipil

Specific Detail Info

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Statement of Responsibility

MURZ

Other version/related

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