Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load

A high strain rate testing system is important to define whether the component’s design can resist impact loading. Therefore, Split Hopkinson Pressure Bar (SHPB) development is important for studying material behaviour at high strain rates. However, from the literature review conducted in this proje...

Full description

Saved in:
Bibliographic Details
Main Author: Ng, Yie Yen
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2021
Subjects:
Online Access:http://eprints.usm.my/56004/1/Non-Linear%20Contact%20Finite%20Element%20Analysis%20Of%20Split%20Hopkinson%20Incident%20Bars%20Under%20Impact%20Load.pdf
http://eprints.usm.my/56004/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.usm.eprints.56004
record_format eprints
spelling my.usm.eprints.56004 http://eprints.usm.my/56004/ Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load Ng, Yie Yen T Technology TJ1-1570 Mechanical engineering and machinery A high strain rate testing system is important to define whether the component’s design can resist impact loading. Therefore, Split Hopkinson Pressure Bar (SHPB) development is important for studying material behaviour at high strain rates. However, from the literature review conducted in this project, it was found that no publication gave a specific guideline to determine the design parameters of a Tensile SHPB and to characterize the stresses experienced by the SHPB’s components. The purpose of this project was to characterize the stresses of an incident bar and use the simulation result to propose a design guideline for the development of a small-scale Tensile SHPB by using Ansys Mechanical APDL. To carry out the analysis, the geometry created in the simulation followed the actual material and dimension of Tensile SHPB developed in the Mechanical Engineering laboratory. The approach for the finite element analysis was based on contact mechanics to simulate the working principle of the SHPB. An experimental setup in a related testing configuration was used as the loading parameter in the simulation. Using this loading configuration, the finite element model demonstrated that the maximum stress experienced by the incident bar under frictionless conditions was 677MPa. Subsequently, pressure and friction losses were estimated to make the simulation a sensible outcome; the stress of 403.50MPa was obtained from the calculation. Moreover, small-scale SHPB was set to fit onto a 1.8m x 1.2m regular table using the stress ratio Universiti Sains Malaysia 2021-07-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/56004/1/Non-Linear%20Contact%20Finite%20Element%20Analysis%20Of%20Split%20Hopkinson%20Incident%20Bars%20Under%20Impact%20Load.pdf Ng, Yie Yen (2021) Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Mekanik. (Submitted)
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic T Technology
TJ1-1570 Mechanical engineering and machinery
spellingShingle T Technology
TJ1-1570 Mechanical engineering and machinery
Ng, Yie Yen
Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load
description A high strain rate testing system is important to define whether the component’s design can resist impact loading. Therefore, Split Hopkinson Pressure Bar (SHPB) development is important for studying material behaviour at high strain rates. However, from the literature review conducted in this project, it was found that no publication gave a specific guideline to determine the design parameters of a Tensile SHPB and to characterize the stresses experienced by the SHPB’s components. The purpose of this project was to characterize the stresses of an incident bar and use the simulation result to propose a design guideline for the development of a small-scale Tensile SHPB by using Ansys Mechanical APDL. To carry out the analysis, the geometry created in the simulation followed the actual material and dimension of Tensile SHPB developed in the Mechanical Engineering laboratory. The approach for the finite element analysis was based on contact mechanics to simulate the working principle of the SHPB. An experimental setup in a related testing configuration was used as the loading parameter in the simulation. Using this loading configuration, the finite element model demonstrated that the maximum stress experienced by the incident bar under frictionless conditions was 677MPa. Subsequently, pressure and friction losses were estimated to make the simulation a sensible outcome; the stress of 403.50MPa was obtained from the calculation. Moreover, small-scale SHPB was set to fit onto a 1.8m x 1.2m regular table using the stress ratio
format Monograph
author Ng, Yie Yen
author_facet Ng, Yie Yen
author_sort Ng, Yie Yen
title Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load
title_short Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load
title_full Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load
title_fullStr Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load
title_full_unstemmed Non-Linear Contact Finite Element Analysis Of Split Hopkinson Incident Bars Under Impact Load
title_sort non-linear contact finite element analysis of split hopkinson incident bars under impact load
publisher Universiti Sains Malaysia
publishDate 2021
url http://eprints.usm.my/56004/1/Non-Linear%20Contact%20Finite%20Element%20Analysis%20Of%20Split%20Hopkinson%20Incident%20Bars%20Under%20Impact%20Load.pdf
http://eprints.usm.my/56004/
_version_ 1753789225921150976
score 13.214268