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| ARTICLES | Am. J. innov. res. appl. sci. Volume 11, Issue 1, Pages 55-61 (July 2020) |
Research Article |
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American Journal of innovative
Research & Applied Sciences
ISSN 2429-5396 (Online)
OCLC Number: 920041286
| JUJY | VOLUME 11 | N° 1 | 2020 |
| Info-AJIRAS-® Journal ISSN 2429-5396 (Online) / Reference CIF/15/0289M |
American Journal of Innovative Research & Applied Sciences
Authors Contact
*Correspondant author and authors Copyright © 2020:
| Norah Nizam 1* | and | Rami Ousta 1|
Affiliation.
1. Structural Engineering Department Department - Civil Engineering Faculty| Lattakia University | Syria |
This article is made freely available as part of this journal's Open Access: ID | Omran-Ref.2-ajira040720 |
ABSTRACT
Background: Light sandwich panels with foam cores are increasingly using in engineering facilities, And Structural adaptation of these elements requires adequate knowledge of their behavior mechanism. Polyurethane PUR is one of the most used materials as filling in the locally produced sandwich panels with two covering layers of high- strength steel panels. We do not have scientific references that adopt certain specific structural calculation system to adjust the structural design standards by defining its modulus of elasticity on tension, compression, shear and adhesion related primarily to the quality and specifications of the product, either direct or long term loading to determine the maximum designed load of these panels. Creep phenomenon is one of the most important issues to assess the behavior of these elements; the scientific paper contains studying the influence of this phenomenon on the structural designing standards.
Keywords: sandwich panel, creep, Polyurethane, shear modulus.
Corresponding author Author & Copyright Author © 2020: | Eng. Jalal Omran 1* |. All Rights Reserved. All articles published in American Journal of Innovative Research and Applied Sciences are the property of
Atlantic Center Research Sciences, and is protected by copyright laws CC-BY. See: http://creativecommons.org/licenses/by-nc/4.0/