Lévy’s Solution for Laminated Composite Plates using Higher-Order Shear and Normal Deformation Theory

Equivalent single layer (ESL) theories have been extensively used in the analysis of plates.One of the common assumptions that are considered in all the ESL theories is that the thickness is small as compared to the in-plane dimensions.This assumption is the basis for converting a 3D plate problem into a 2D plate problem by assuming a displacement-model along the thickness.Higher-order shear deformation theories (hosts) consider more realistic non-linear variation of displacements along the thickness as compared to the other ESL theories i.e., the classical plate theory (CPT) and first-order shear deformation theories (FOSTS), which consider the linear variation.Due to this reason the solutions obtained using hosts are closer to the elasticity solutions.In this paper, static solution of the laminated composite plates is provided using 12 degrees of freedom higher-order shear and normal deformation theory (HOSNT).Results are obtained using the state-space approach for Lvy-type plates i.e., two opposite plate edges having simply-supported boundary condition and other two plate edges having combination of simply-supported, clamped and free boundary conditions.Results obtained compare well with the corresponding results available in the literature.

Authors

Institutions

Publication Details

Journal
Civil-comp conferences
Published
2024-08-26
DOI
https://doi.org/10.4203/ccc.9.8.3
Primary Topic
Composite Structure Analysis and Optimization
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Lévy’s Solution for Laminated Composite Plates using Higher-Order Shear and Normal Deformation Theory

Sandeep S. Pendhari, Y.M. Desai, Siddharth Yadav, Himanshu Sawhney
Civil-comp conferences
Composite Structure Analysis and Optimization
article

Lévy’s Solution for Laminated Composite Plates using Higher-Order Shear and Normal Deformation Theory

Sandeep S. Pendhari, Y.M. Desai, Siddharth Yadav, Himanshu Sawhney
article en

Abstract

Equivalent single layer (ESL) theories have been extensively used in the analysis of plates.One of the common assumptions that are considered in all the ESL theories is that the thickness is small as compared to the in-plane dimensions.This assumption is the basis for converting a 3D plate problem into a 2D plate problem by assuming a displacement-model along the thickness.Higher-order shear deformation theories (hosts) consider more realistic non-linear variation of displacements along the thickness as compared to the other ESL theories i.e., the classical plate theory (CPT) and first-order shear deformation theories (FOSTS), which consider the linear variation.Due to this reason the solutions obtained using hosts are closer to the elasticity solutions.In this paper, static solution of the laminated composite plates is provided using 12 degrees of freedom higher-order shear and normal deformation theory (HOSNT).Results are obtained using the state-space approach for Lvy-type plates i.e., two opposite plate edges having simply-supported boundary condition and other two plate edges having combination of simply-supported, clamped and free boundary conditions.Results obtained compare well with the corresponding results available in the literature.

Civil-comp conferencesVol. 9
Indian Institute of Technology Bombay (IN)
Openalex Percentile: Top 70%
Composite Structure Analysis and Optimization
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.

Lévy’s Solution for Laminated Composite Plates using Higher-Order Shear and Normal Deformation Theory — Sandeep S. Pendhari, Y.M. Desai, et al. · Civil-comp conferences (2024) | TGRS Research Map | TGRS