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Experiment and analysis of composite reinforced panel's limit load capacity under axial compression.

Authors :
Zhang, Xiulu
Cai, Bing
Miao, Huihui
Li, Changyou
Huang, Wenchao
Fang, Caiwen
Source :
Thin-Walled Structures. Jun2023, Vol. 187, pN.PAG-N.PAG. 1p.
Publication Year :
2023

Abstract

The calculation method of the composite reinforced panel structure's limit load capacity is investigated. A theoretical method is proposed to establish the constitutive equations, which disassembles the reinforced panel into several parts (i.e., skin, web, and flange) and predict the structure's limit load capacity by performing buckling analysis and failure analysis on these parts respectively. The finite element analysis is employed to simulate the instability path of the structure according to cohesive zone model (CZM) and the secondary development in USDFLD (user subroutine to redefine field variables). The accuracy of simulation model is verified by strain assurance criterion. The results are compared with the experimental values, which confirm the reliability and feasibility of the theoretical method and finite element analysis. This study could provide references for the calculation method of limit load capacity and promote composite's application in civil aircraft. • This paper investigates the panel's bearing capacity and proposes a new theoretical analysis method. • In the FEM analysis, the cohesive zone model (CZM) and the secondary development in USDFLD effectively improve the calculation accuracy. • The accuracy of finite element simulation model is verified by strain assurance criterion (SAC). • This paper summarizes the preparation process of the composite specimen under compression load, which could be used as industry standards and provide certain guidance for similar tests. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
02638231
Volume :
187
Database :
Academic Search Index
Journal :
Thin-Walled Structures
Publication Type :
Academic Journal
Accession number :
163746300
Full Text :
https://doi.org/10.1016/j.tws.2023.110729