Effects of Environmental Degradation on Flexural Failure Strength of Fiber Reinforced Composites

被引:0
|
作者
T. Nakamura
R. P. Singh
P. Vaddadi
机构
[1] State University of New York at Stony Brook,Department of Mechanical Engineering
来源
Experimental Mechanics | 2006年 / 46卷
关键词
Composites; Environmental degradation; UV radiation; Moisture; Fatigue; Residual strength;
D O I
暂无
中图分类号
学科分类号
摘要
Fiber-reinforced composite laminates are often used in harsh environments that may affect their long-term durability as well as residual strength. In general, environmental degradation is observed as matrix cracking and erosion that leads to deterioration of matrix-dominated properties. In this work, cross-ply laminates of carbon fiber reinforced epoxy were subjected to environmental degradation using controlled ultraviolet radiation (UV) and moisture condensation and the post-exposure mechanical properties were evaluated through elastic modulus and failure strength measurements. Additionally, both degraded and undegraded were subjected to cyclic fatigue loading to investigate possible synergistic effects between environmental degradation and mechanical fatigue. Experimental results show that the degradation results in reduced failure strength. Greater effects of degradation are observed when the materials are tested under flexural as opposed to uniaxial loading. Based on strength measurements and scanning electron microscopy, we identified various damage modes resulting from exposure to UV radiation and moisture condensation, and cyclic loading. The principal mechanisms that lead to reduction in mechanical properties are the loss of fiber confinement due to matrix erosion, due to UV radiation and moisture condensation, and weakened/cracked ply interfaces due to mechanical fatigue. An empirical relationship was established to quantify the specific influence of different damage mechanisms and to clarify the effects of various degradation conditions.
引用
收藏
页码:257 / 268
页数:11
相关论文
共 50 条
  • [31] Mechanical strength degradation of graphite fiber reinforced thermoset composites due to porosity
    Uhl, K.M.
    Lucht, B.
    Jeong, H.
    Hsu, D.K.
    Review of Progress in Quantitative Nondestructive Evaluation, 1988, 7 B : 1075 - 1082
  • [32] Seismic retrofitting of rectangular reinforced concrete columns using fiber composites for enhanced flexural strength
    Li, Xian
    Lv, Heng-Lin
    Zhang, Guang-Chang
    Sha, Shi-Yu
    Zhou, Shu-Chun
    JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2013, 32 (09) : 619 - 630
  • [33] Influence of Angle Ply Orientation on the Flexural Strength of Basalt and Carbon Fiber Reinforced Hybrid Composites
    Mengal, Ali Nawaz
    Karuppanan, Saravanan
    COMPOSITES RESEARCH, 2015, 28 (01): : 1 - 5
  • [34] Experimental Research on the Flexural Strength of Green High Performance Fiber Reinforced Cementitious Composites (GHPFRCC)
    Li, Xiuling
    Luo, Min
    Wang, Juan
    INTERNATIONAL CONFERENCE ON TRANSPORTATION (ICTR 2013), 2013, : 182 - 185
  • [35] Tensile, flexural and interlaminar shear strength of carbon fiber reinforced epoxy composites modified by graphene
    Kumar, Amit
    Sharma, Kamal
    Dixit, Amit Rai
    POLYMER BULLETIN, 2023, 80 (07) : 7469 - 7490
  • [36] Tensile, flexural and interlaminar shear strength of carbon fiber reinforced epoxy composites modified by graphene
    Amit Kumar
    Kamal Sharma
    Amit Rai Dixit
    Polymer Bulletin, 2023, 80 : 7469 - 7490
  • [37] Flexural characteristics of coir fiber reinforced cementitious composites
    Li, Zhijian
    Wang, Lijing
    Wang, Xungai
    FIBERS AND POLYMERS, 2006, 7 (03) : 286 - 294
  • [38] Flexural characteristics of coir fiber reinforced cementitious composites
    Zhijian Li
    Lijing Wang
    Xungai Wang
    Fibers and Polymers, 2006, 7 : 286 - 294
  • [39] HOT FLEXURAL STRENGTH OF STEEL FIBER REINFORCED CASTABLES
    LANKARD, DR
    SHEETS, HD
    AMERICAN CERAMIC SOCIETY BULLETIN, 1972, 51 (04): : 402 - &
  • [40] Flexural strength assessment of steel fiber reinforced concrete
    Lok, TS
    Xiao, JR
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1999, 11 (03) : 188 - 196