Geometrical parameters influence on the stiffness of steel sandwich plates with web-core

Laser welded sandwich plates with web-core have found their position in the marine and land vehicles. To implement such design accurately, knowledge about the influence of geometrical parameters on the stiffness is necessary. In this paper, the over-hanging three points bending tests were performed...

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Main Authors: Jiang, X. X., Ji, H., M. R. M., Rejab, Zhang, S., M., Ishak, Zhu, L.
Format: Conference or Workshop Item
Language:English
English
Published: Institute of Physics Publishing 2017
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/20553/
http://umpir.ump.edu.my/id/eprint/20553/
http://umpir.ump.edu.my/id/eprint/20553/1/25.%20Geometrical%20Parameters%20Influence%20On%20The%20Stiffness%20Of%20Steel%20Sandwich%20Plates%20With%20Web-Core.pdf
http://umpir.ump.edu.my/id/eprint/20553/2/25.1%20Geometrical%20Parameters%20Influence%20On%20The%20Stiffness%20Of%20Steel%20Sandwich%20Plates%20With%20Web-Core.pdf
id ump-20553
recordtype eprints
spelling ump-205532018-10-16T03:06:12Z http://umpir.ump.edu.my/id/eprint/20553/ Geometrical parameters influence on the stiffness of steel sandwich plates with web-core Jiang, X. X. Ji, H. M. R. M., Rejab Zhang, S. M., Ishak Zhu, L. TA Engineering (General). Civil engineering (General) Laser welded sandwich plates with web-core have found their position in the marine and land vehicles. To implement such design accurately, knowledge about the influence of geometrical parameters on the stiffness is necessary. In this paper, the over-hanging three points bending tests were performed on the laser welded web-core steel sandwich plate under quasi-static conditions, together with the finite element (FE) simulations. The following parameters were analysed: the thickness of the face plate, the spacing of the two core plates and the height of the core plates. The agreement between experimental measurements and FE results was considered to be good. It is shown that changes of these parameters can contribute to increase or decrease of the stiffness of web-core sandwich plate, but the height of the core plate has no effect on the shear stiffness as the spacing of the two core plates is known. There are linear, exponential and polynomial fitted relationships between the geometrical and the stiffness of the web-core sandwich plates. Institute of Physics Publishing 2017-11 Conference or Workshop Item PeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/20553/1/25.%20Geometrical%20Parameters%20Influence%20On%20The%20Stiffness%20Of%20Steel%20Sandwich%20Plates%20With%20Web-Core.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/20553/2/25.1%20Geometrical%20Parameters%20Influence%20On%20The%20Stiffness%20Of%20Steel%20Sandwich%20Plates%20With%20Web-Core.pdf Jiang, X. X. and Ji, H. and M. R. M., Rejab and Zhang, S. and M., Ishak and Zhu, L. (2017) Geometrical parameters influence on the stiffness of steel sandwich plates with web-core. In: 4th International Conference on Mechanical Engineering Research, ICMER 2017, 1-2 Aug. 2017 , Swiss Garden Hotel, Balok, Kuantan, Pahang. pp. 1-10., 257 (1). ISSN 17578981 https://doi.org/10.1088/1757-899X/257/1/012081
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Jiang, X. X.
Ji, H.
M. R. M., Rejab
Zhang, S.
M., Ishak
Zhu, L.
Geometrical parameters influence on the stiffness of steel sandwich plates with web-core
description Laser welded sandwich plates with web-core have found their position in the marine and land vehicles. To implement such design accurately, knowledge about the influence of geometrical parameters on the stiffness is necessary. In this paper, the over-hanging three points bending tests were performed on the laser welded web-core steel sandwich plate under quasi-static conditions, together with the finite element (FE) simulations. The following parameters were analysed: the thickness of the face plate, the spacing of the two core plates and the height of the core plates. The agreement between experimental measurements and FE results was considered to be good. It is shown that changes of these parameters can contribute to increase or decrease of the stiffness of web-core sandwich plate, but the height of the core plate has no effect on the shear stiffness as the spacing of the two core plates is known. There are linear, exponential and polynomial fitted relationships between the geometrical and the stiffness of the web-core sandwich plates.
format Conference or Workshop Item
author Jiang, X. X.
Ji, H.
M. R. M., Rejab
Zhang, S.
M., Ishak
Zhu, L.
author_facet Jiang, X. X.
Ji, H.
M. R. M., Rejab
Zhang, S.
M., Ishak
Zhu, L.
author_sort Jiang, X. X.
title Geometrical parameters influence on the stiffness of steel sandwich plates with web-core
title_short Geometrical parameters influence on the stiffness of steel sandwich plates with web-core
title_full Geometrical parameters influence on the stiffness of steel sandwich plates with web-core
title_fullStr Geometrical parameters influence on the stiffness of steel sandwich plates with web-core
title_full_unstemmed Geometrical parameters influence on the stiffness of steel sandwich plates with web-core
title_sort geometrical parameters influence on the stiffness of steel sandwich plates with web-core
publisher Institute of Physics Publishing
publishDate 2017
url http://umpir.ump.edu.my/id/eprint/20553/
http://umpir.ump.edu.my/id/eprint/20553/
http://umpir.ump.edu.my/id/eprint/20553/1/25.%20Geometrical%20Parameters%20Influence%20On%20The%20Stiffness%20Of%20Steel%20Sandwich%20Plates%20With%20Web-Core.pdf
http://umpir.ump.edu.my/id/eprint/20553/2/25.1%20Geometrical%20Parameters%20Influence%20On%20The%20Stiffness%20Of%20Steel%20Sandwich%20Plates%20With%20Web-Core.pdf
first_indexed 2023-09-18T22:29:42Z
last_indexed 2023-09-18T22:29:42Z
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