Comparison of Higher-Order Beam Theory and First-Order Beam Theory Models on FGM Beam Element for Static Analysis

Authors

  • Irwan Katili Department of Civil Engineering, Civil Engineering Faculty, University of Indonesia, 16424 Depok, Indonesia
  • Anastasya Martina Department of Civil Engineering, Civil Engineering Faculty, University of Indonesia, 16424 Depok, Indonesia
  • Susilo Widyatmoko Department of Civil Engineering, Civil Engineering Faculty, University of Indonesia, 16424 Depok, Indonesia

DOI:

https://doi.org/10.37934/araset.53.2.5773

Keywords:

HOBT, Two independent variables, Finite element method, 3rd degree polynomial

Abstract

HOBT-Higher Order Beam Theory is the developing theory in the Finite Element Method (FEM), which considers the higher-order variation of transverse shear strain; therefore, the shear correction factor is not required. This paper uses beam elements and implements them to higher order beam theory developed by Vo et al., with two independent variables of bending and shear displacement, using third-order polynomial functions. This paper shows the contribution of the shear strain part as one of the independent variables. Static analyses are presented to obtain a comparative result with the First Order Beam Theory (FOBT) application on the imposition of different boundary conditions to ensure reliable results.

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Author Biographies

Irwan Katili, Department of Civil Engineering, Civil Engineering Faculty, University of Indonesia, 16424 Depok, Indonesia

irwan.katili@ui.ac.id

Anastasya Martina, Department of Civil Engineering, Civil Engineering Faculty, University of Indonesia, 16424 Depok, Indonesia

anastasyamartina60@gmail.com

Susilo Widyatmoko, Department of Civil Engineering, Civil Engineering Faculty, University of Indonesia, 16424 Depok, Indonesia

susilo.widyatmoko@ui.ac.id

Published

2024-09-20

Issue

Section

Articles