Analisis Perilaku Momen- Ratio Pada Sambungan Baja End-Plate Balok Kolom Menggunakan Finite Element Method (FEM)

Nursandah, Fauzie (2022) Analisis Perilaku Momen- Ratio Pada Sambungan Baja End-Plate Balok Kolom Menggunakan Finite Element Method (FEM).

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Abstract

Fauzie Nursandah, 2022 The beam-column connection has an important role in the design and construction of steel structures because it functions as a load transfer and maintains the safety of the structure. Strong and efficient joints ensure that the loads applied to the beams are properly transferred to the columns and ultimately to the foundation. The safety of the structure is very dependent on the strength and stability of the beam-column joints, because if the joints are not able to withstand the applied load, collapse or structural failure can occur which can endanger human safety and damage property. This study aims to analyze the behavior of the moment-ratio in steel end-plate joints of beams and columns using the finite element method (FEM). This study uses the FEM approach to model the connection and analyze the moment-ratio characteristics that occur. The finite element method (FEM) was chosen because it is able to provide accurate and detailed analysis results for the structure. In this analysis, end-plate joints are modeled as three-dimensional elements using bolt-based finite elements. This model takes into account the stiffness and nonlinear behavior of bolts, end-plates, and column beams. The results of numerical analysis show that the moment-ratio behavior at end-plate joints is affected by factors such as bolt stiffness, end-plate thickness, beam dimensions and columns, as well as the axial forces acting on the joints. Increasing the thickness of the end-plate from 16 mm to 20 mm can increase the moment and rotational capacity that occurs but at a certain thickness limit, it decreases due to failure of the bolts. Keywords: Bolt connection, end-plate, bolt layout

Item Type:	Article
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Prodi Teknik Sipil S1
Depositing User:	NR Nurul Huda
Date Deposited:	08 Jul 2023 06:54
Last Modified:	13 Jul 2023 06:56
URI:	http://repository.unik-kediri.ac.id/id/eprint/626

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