Three-point bending response of laser-welded sandwich structure with varying number of core and span length

Laser welding offered multiple benefits for production of all-metal and hybrid-metal sandwich structure. Deep penetration of laser welding required high energy intensity and low heat input. Normally, steel sandwich structure dominated failure features. The objective of this study to investigate the...

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Main Authors: N. K., Romli, Xiaoxia, Jiang, S. M., Sofie, M. R. M., Rejab
Format: Conference or Workshop Item
Language:English
Published: IOP Publishing 2020
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Online Access:http://umpir.ump.edu.my/id/eprint/29236/1/Three-point%20bending%20response%20of%20laser-welded%20sandwich.pdf
http://umpir.ump.edu.my/id/eprint/29236/
https://doi.org/10.1088/1757-899X/788/1/012011
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Institution: Universiti Malaysia Pahang
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spelling my.ump.umpir.292362022-04-20T03:20:28Z http://umpir.ump.edu.my/id/eprint/29236/ Three-point bending response of laser-welded sandwich structure with varying number of core and span length N. K., Romli Xiaoxia, Jiang S. M., Sofie M. R. M., Rejab TJ Mechanical engineering and machinery Laser welding offered multiple benefits for production of all-metal and hybrid-metal sandwich structure. Deep penetration of laser welding required high energy intensity and low heat input. Normally, steel sandwich structure dominated failure features. The objective of this study to investigate the failure of laser-welded sandwich structure under three-point bending test. Bending deformation of the sandwich structure was studied with numerical modelling. The sandwich panels were studied on different number of core and span length of experimental. The role of core number to determine overall deformation and local failure response of the sandwich panel were studied. Face and web plates were assembled perpendicularly via fibre laser welding. The sandwich panel modelled by using Abaqus to predict response of the sandwich panel under bending loading. The aim of this study to compare response of laser-welded sandwich panel from experimental work and numerical modelling. Different span length and core number affected cell wall buckling in corrugated core system. The comparison result showed good agreement with experimental measurements. Percentage error between experimental and FE analysis was 25.60%. IOP Publishing 2020-06-05 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/29236/1/Three-point%20bending%20response%20of%20laser-welded%20sandwich.pdf N. K., Romli and Xiaoxia, Jiang and S. M., Sofie and M. R. M., Rejab (2020) Three-point bending response of laser-welded sandwich structure with varying number of core and span length. In: IOP Conference Series: Materials Science and Engineering, 5th International Conference on Mechanical Engineering Research 2019, ICMER 2019, 30 - 31 July 2019 , Vistana Hotel, Kuantan, Pahang. pp. 1-11., 788 (012011). ISSN 1757-8981 (Print), 1757-899X (Online) https://doi.org/10.1088/1757-899X/788/1/012011
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TJ Mechanical engineering and machinery
spellingShingle TJ Mechanical engineering and machinery
N. K., Romli
Xiaoxia, Jiang
S. M., Sofie
M. R. M., Rejab
Three-point bending response of laser-welded sandwich structure with varying number of core and span length
description Laser welding offered multiple benefits for production of all-metal and hybrid-metal sandwich structure. Deep penetration of laser welding required high energy intensity and low heat input. Normally, steel sandwich structure dominated failure features. The objective of this study to investigate the failure of laser-welded sandwich structure under three-point bending test. Bending deformation of the sandwich structure was studied with numerical modelling. The sandwich panels were studied on different number of core and span length of experimental. The role of core number to determine overall deformation and local failure response of the sandwich panel were studied. Face and web plates were assembled perpendicularly via fibre laser welding. The sandwich panel modelled by using Abaqus to predict response of the sandwich panel under bending loading. The aim of this study to compare response of laser-welded sandwich panel from experimental work and numerical modelling. Different span length and core number affected cell wall buckling in corrugated core system. The comparison result showed good agreement with experimental measurements. Percentage error between experimental and FE analysis was 25.60%.
format Conference or Workshop Item
author N. K., Romli
Xiaoxia, Jiang
S. M., Sofie
M. R. M., Rejab
author_facet N. K., Romli
Xiaoxia, Jiang
S. M., Sofie
M. R. M., Rejab
author_sort N. K., Romli
title Three-point bending response of laser-welded sandwich structure with varying number of core and span length
title_short Three-point bending response of laser-welded sandwich structure with varying number of core and span length
title_full Three-point bending response of laser-welded sandwich structure with varying number of core and span length
title_fullStr Three-point bending response of laser-welded sandwich structure with varying number of core and span length
title_full_unstemmed Three-point bending response of laser-welded sandwich structure with varying number of core and span length
title_sort three-point bending response of laser-welded sandwich structure with varying number of core and span length
publisher IOP Publishing
publishDate 2020
url http://umpir.ump.edu.my/id/eprint/29236/1/Three-point%20bending%20response%20of%20laser-welded%20sandwich.pdf
http://umpir.ump.edu.my/id/eprint/29236/
https://doi.org/10.1088/1757-899X/788/1/012011
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