ANALISIS BALOK BETON SEDERHANA DENGAN PEMBEBANAN INKREMENTAL TERPUSAT MENGGUNAKAN METODE ELEMEN HINGGA
Total View This Week8
Total View This Week8
Institusion
Universitas Mercu Buana
Author
FEBRIANSYAH, ADITYA RAHMAT
Subject
690 Buildings/Teknik Bangunan
Datestamp
2020-07-02 07:57:55
Abstract :
This study aims to determine the characteristics of a concrete fixed beam made from concrete when loaded with incremental centered loads in the middle of the span. The characteristic in question is the effect of deflection on the increase in the span length of the concrete beam that is non-linear when given an incremental load. In addition, this study also aims to determine the maximum strength that can be borne by concrete beam to collapse. So that in the future, knowledge of concrete materials as one of the main materials making up the building can be expanded and enriched. The method used in this study is the finite element method. This method was chosen because it can provide detailed results. The tool used is a Simulia Abaqus computer application. This computer application is a finite element-based application with a high degree of accuracy, as well as variations in various material objects. The object analyzed in the form of concrete beams with clasps, and with different variations in the quality and length of the span. The results of this study show that the length of the span affects deflection. The longer the span, the greater the resulting deflection. If the deflection is getting bigger, then the increase in load produced is greater. Quality of the concrete also affects the amount of deflection. The higher the quality of the concrete, the smaller the deflection. This is because the high quality of concrete has the strength to withstand a strain that is greater than the lower quality of concrete. Keywords : Concrete, Beam, Finite Element Method, Non-Linear Analysis This study aims to determine the characteristics of a concrete fixed beam made from concrete when loaded with incremental centered loads in the middle of the span. The characteristic in question is the effect of deflection on the increase in the span length of the concrete beam that is non-linear when given an incremental load. In addition, this study also aims to determine the maximum strength that can be borne by concrete beam to collapse. So that in the future, knowledge of concrete materials as one of the main materials making up the building can be expanded and enriched. The method used in this study is the finite element method. This method was chosen because it can provide detailed results. The tool used is a Simulia Abaqus computer application. This computer application is a finite element-based application with a high degree of accuracy, as well as variations in various material objects. The object analyzed in the form of concrete beams with clasps, and with different variations in the quality and length of the span. The results of this study show that the length of the span affects deflection. The longer the span, the greater the resulting deflection. If the deflection is getting bigger, then the increase in load produced is greater. Quality of the concrete also affects the amount of deflection. The higher the quality of the concrete, the smaller the deflection. This is because the high quality of concrete has the strength to withstand a strain that is greater than the lower quality of concrete. Keywords : Concrete, Beam, Finite Element Method, Non-Linear Analysis.
This study aims to determine the characteristics of a concrete fixed beam made from concrete when loaded with incremental centered loads in the middle of the span. The characteristic in question is the effect of deflection on the increase in the span length of the concrete beam that is non-linear when given an incremental load. In addition, this study also aims to determine the maximum strength that can be borne by concrete beam to collapse. So that in the future, knowledge of concrete materials as one of the main materials making up the building can be expanded and enriched. The method used in this study is the finite element method. This method was chosen because it can provide detailed results. The tool used is a Simulia Abaqus computer application. This computer application is a finite element-based application with a high degree of accuracy, as well as variations in various material objects. The object analyzed in the form of concrete beams with clasps, and with different variations in the quality and length of the span. The results of this study show that the length of the span affects deflection. The longer the span, the greater the resulting deflection. If the deflection is getting bigger, then the increase in load produced is greater. Quality of the concrete also affects the amount of deflection. The higher the quality of the concrete, the smaller the deflection. This is because the high quality of concrete has the strength to withstand a strain that is greater than the lower quality of concrete. Keywords : Concrete, Beam, Finite Element Method, Non-Linear Analysis This study aims to determine the characteristics of a concrete fixed beam made from concrete when loaded with incremental centered loads in the middle of the span. The characteristic in question is the effect of deflection on the increase in the span length of the concrete beam that is non-linear when given an incremental load. In addition, this study also aims to determine the maximum strength that can be borne by concrete beam to collapse. So that in the future, knowledge of concrete materials as one of the main materials making up the building can be expanded and enriched. The method used in this study is the finite element method. This method was chosen because it can provide detailed results. The tool used is a Simulia Abaqus computer application. This computer application is a finite element-based application with a high degree of accuracy, as well as variations in various material objects. The object analyzed in the form of concrete beams with clasps, and with different variations in the quality and length of the span. The results of this study show that the length of the span affects deflection. The longer the span, the greater the resulting deflection. If the deflection is getting bigger, then the increase in load produced is greater. Quality of the concrete also affects the amount of deflection. The higher the quality of the concrete, the smaller the deflection. This is because the high quality of concrete has the strength to withstand a strain that is greater than the lower quality of concrete. Keywords : Concrete, Beam, Finite Element Method, Non-Linear Analysis.
Download
book
BibTex
Latex, Jabref
cloud_download
Original Resource
url resource Institution
