Table of Contents Author Guidelines Submit a Manuscript

An erratum for this article has been published. To view the erratum, please click here.

Advances in Civil Engineering
Volume 2019, Article ID 6814367, 17 pages
Research Article

A New Efficient Modified First-Order Shear Model for Static Bending and Vibration Behaviors of Two-Layer Composite Plate

1Division of Computational Mathematics and Engineering, Institute for Computational Science, Ton Duc Thang University, Ho Chi Minh City, Vietnam
2Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Vietnam
3Faculty of Mechanical, Electrical, Electronic and Automotive Engineering, Nguyen Tat Thanh University, Ho Chi Minh City, Vietnam
4Department of Mechanics, Le Quy Don Technical University, Hanoi, Vietnam
5Department of Electrical and Electronics Technology, HCM City University of Food Industry, Ho Chi Minh City, Vietnam

Correspondence should be addressed to Nguyen H. Nam; moc.oohay@300228neyugnman and Do V. Thom; moc.liamg@atm.navod.moht

Received 30 October 2018; Revised 26 December 2018; Accepted 14 January 2019; Published 13 March 2019

Academic Editor: Michael Yam

Copyright © 2019 Vu H. Nam et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


A two-layer (connected by stubs) partial composite plate is a structure with outstanding advantages which can be widely applied in many fields of engineering such as construction, transportation, and mechanical. However, studies are scarce in the past to investigate this type of structure. This paper is based on the new modified first-order shear deformation plate theory and finite element method to develop a new four-node plate element with nine degrees of freedom per node for static bending and vibration analysis of the two-layer composite plate. The numerical results are compared to published data for some special cases. The effects of some parameters such as the boundary condition, stiffness of the connector stub, height-to-width ratio, thickness-to-thickness ratio between two layers, and aspect ratio are also performed to investigate new numerical results of static bending and free vibration responses of this structure.