SIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM)

Bamboo is a natural composite material. It is called a natural composite material because it’s consisted of fibers made of cellulose and the matrix is lignin. Cellulose acts as a reinforcing structure and increases the stiffness of bamboo. Mostly, bamboo is applied as a building structure and decora...

Full description

Saved in:
Bibliographic Details
Main Author: Jody Timanta Sitepu, Martinus
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/62108
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:62108
spelling id-itb.:621082021-11-29T11:21:53ZSIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM) Jody Timanta Sitepu, Martinus Indonesia Final Project Natural composite material, material properties, bamboo, tensile test perpendicular to fiber direction, tensile strength perpendicular to fiber direction, numerical simulation. INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/62108 Bamboo is a natural composite material. It is called a natural composite material because it’s consisted of fibers made of cellulose and the matrix is lignin. Cellulose acts as a reinforcing structure and increases the stiffness of bamboo. Mostly, bamboo is applied as a building structure and decoration. This is because there are still many properties of bamboo material that are not yet known. On this basis, so this research was carried out as a method to determine the mechanical properties of bamboo. This research will focus on numerical simulation of tensile strength test perpendicular to fiber direction of Gigantochloa apus using ABAQUS/CAE software with Extended Finite Element Method (XFEM) to visualize failure and crack propagation as validation toward the experimental results. The results that are compared between numerical simulations and experiments are in the form of load-displacement curves. From the curve, the maximum loading value will be obtained to determine the average tensile strength in the direction perpendicular to fiber. Based on the numerical simulation, the maximum load of 2.81 kN will be obtained so that the magnitude of the tensile strength perpendicular to the fiber for Gigantochloa apus is 2.09 MPa. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Bamboo is a natural composite material. It is called a natural composite material because it’s consisted of fibers made of cellulose and the matrix is lignin. Cellulose acts as a reinforcing structure and increases the stiffness of bamboo. Mostly, bamboo is applied as a building structure and decoration. This is because there are still many properties of bamboo material that are not yet known. On this basis, so this research was carried out as a method to determine the mechanical properties of bamboo. This research will focus on numerical simulation of tensile strength test perpendicular to fiber direction of Gigantochloa apus using ABAQUS/CAE software with Extended Finite Element Method (XFEM) to visualize failure and crack propagation as validation toward the experimental results. The results that are compared between numerical simulations and experiments are in the form of load-displacement curves. From the curve, the maximum loading value will be obtained to determine the average tensile strength in the direction perpendicular to fiber. Based on the numerical simulation, the maximum load of 2.81 kN will be obtained so that the magnitude of the tensile strength perpendicular to the fiber for Gigantochloa apus is 2.09 MPa.
format Final Project
author Jody Timanta Sitepu, Martinus
spellingShingle Jody Timanta Sitepu, Martinus
SIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM)
author_facet Jody Timanta Sitepu, Martinus
author_sort Jody Timanta Sitepu, Martinus
title SIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM)
title_short SIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM)
title_full SIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM)
title_fullStr SIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM)
title_full_unstemmed SIMULASI NUMERIK UJI KEKUATAN TARIK ARAH TEGAK LURUS SERAT PADA STRUKTUR SILINDER BAMBU MENGGUNAKAN EXTENDED FINITE ELEMENT METHOD (XFEM)
title_sort simulasi numerik uji kekuatan tarik arah tegak lurus serat pada struktur silinder bambu menggunakan extended finite element method (xfem)
url https://digilib.itb.ac.id/gdl/view/62108
_version_ 1822931848950448128