Strength degradation of GFRP cross-ply laminates in hydrothermal conditions

被引:0
|
作者
Cheng, Wen [1 ]
Cao, Yan [1 ]
机构
[1] Xian Technol Univ, Sch Mechatron Engn, Xian 710021, Peoples R China
基金
中国国家自然科学基金;
关键词
MECHANICAL-PROPERTIES; CARBON/EPOXY COMPOSITES; MOISTURE DIFFUSION; WATER SORPTION; SHEAR-STRENGTH; CSM-LAMINATE; FIBER; BEHAVIOR; PREDICTION; DAMAGE;
D O I
10.1063/5.0201999
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
The changes in mechanical properties of glass fiber reinforced plastic cross-ply laminates as a result of hydrothermal aging were studied theoretically. The composite specimens have been immersed in distilled water at 25, 40, and 70 C-degrees for 60 days for aging testing. Based on Fick's law and the Arrhenius theorem, the moisture absorption data under different environments was analyzed, and the method for determining the diffusivity and the equilibrium moisture content was obtained. The relationship model between the moisture absorption behavior of the composite material and the ambient temperature was proposed and verified by finite element analysis. The mechanical behavior of the composites was studied by tensile, compression, and three-point bending tests. Under the condition of ultimate moisture absorption, the tensile, compressive, and bending strengths of the composite decreased by 31.663%, 12.948%, and 26.985%, respectively. A variety of empirical models were used for data analysis, which confirmed the strong correlation between strength degradation and moisture absorption of composite cross-ply laminates. The scanning electron microscope observation results of different moisture absorption levels showed that matrix cracking and fiber/matrix interface debonding caused by moisture absorption are the fundamental reasons for the strength degradation of the composites.
引用
收藏
页数:15
相关论文
共 50 条
  • [31] Estimate of compressive strength of an unidirectional composite lamina using cross-ply and angle-ply laminates
    Scafe, M.
    Raiteri, G.
    Brentari, A.
    Dlacic, R.
    Troiani, E.
    Falaschetti, M. P.
    Besseghini, E.
    FRATTURA ED INTEGRITA STRUTTURALE, 2014, (29): : 399 - 409
  • [32] Analysis of transverse cracking and stiffness loss in cross-ply laminates with hygrothermal conditions
    Tounsi, A
    Amara, KH
    Adda-Bedia, EA
    COMPUTATIONAL MATERIALS SCIENCE, 2005, 32 (02) : 167 - 174
  • [33] An experimental study of high-velocity multiple impact on the structural behaviour of GFRP Cross-Ply laminates
    Paredes-Gordillo, Marco A.
    Ivanez, Ines
    Garcia-Castillo, Shirley K.
    Navarro, Carlos
    ENGINEERING FAILURE ANALYSIS, 2025, 174
  • [34] On simultaneous failure of cross-ply and angle-ply composite laminates
    Khalil, M
    Bakhiet, E
    El-Zoghby, A
    CURRENT ADVANCES IN MECHANICAL DESIGN AND PRODUCTION VII, 2000, : 281 - 292
  • [35] A Lamb Wave Velocity Degradation Model for Cross-ply Laminates under Fatigue Loading
    Tao, Chongcong
    Qiu, Jinhao
    43RD REVIEW OF PROGRESS IN QUANTITATIVE NONDESTRUCTIVE EVALUATION, 2017, 1806
  • [36] Multiscale modelling of the effect of voids on short beam shear strength of cross-ply laminates
    Huang, Fen
    El Said, Bassam
    Kawashita, Luiz F.
    Tretiak, Iryna
    Hallett, Stephen R.
    COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2025, 190
  • [37] CROSS-WELL DYNAMICS OF BISTABLE CROSS-PLY LAMINATES
    Emam, Samir A.
    Inman, Daniel J.
    PROCEEDINGS OF THE ASME INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCES AND COMPUTERS AND INFORMATION IN ENGINEERING CONFERENCE, 2019, VOL 8, 2020,
  • [38] CHARACTERIZING TENSILE STRENGTH OF NOTCHED CROSS-PLY AND QUASI-ISOTROPIC COMPOSITE LAMINATES
    Tsai, Jia-Lin
    Chen, Chung-Wen
    JOURNAL OF THE CHINESE INSTITUTE OF ENGINEERS, 2009, 32 (03) : 327 - 332
  • [39] Predicting transverse crack formation in cross-ply laminates
    McCartney, LN
    COMPOSITES SCIENCE AND TECHNOLOGY, 1998, 58 (07) : 1069 - 1081
  • [40] DELAMINATION BUCKLING AND GROWTH OF FLAT, CROSS-PLY LAMINATES
    SALLAM, S
    SIMITSES, GJ
    COMPOSITE STRUCTURES, 1985, 4 (04) : 361 - 381