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温度-荷载耦合作用下玻璃纤维增强复合材料-泡沫夹层结构Ⅰ-Ⅱ混合型界面断裂试验 被引量:3
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作者 孙国庆 马亚利 +2 位作者 霍瑞丽 刘伟庆 王璐 《南京工业大学学报(自然科学版)》 CAS 北大核心 2019年第2期179-186,共8页
复合材料夹层结构在长期的使用过程中发现界面剥离是夹层结构失效的常见模式之一,因此十分有必要研究不同温度条件下,玻璃纤维增强复合材料(GFRP)-聚氨酯泡沫夹层结构的I-II混合型界面断裂韧性。本项研究采用单臂弯曲试验(SLB)的方法测... 复合材料夹层结构在长期的使用过程中发现界面剥离是夹层结构失效的常见模式之一,因此十分有必要研究不同温度条件下,玻璃纤维增强复合材料(GFRP)-聚氨酯泡沫夹层结构的I-II混合型界面断裂韧性。本项研究采用单臂弯曲试验(SLB)的方法测量GFRP-聚氨酯泡沫夹层结构的荷载-挠度曲线和裂纹扩展长度。试验结果表明:随着温度的升高,裂纹沿着界面扩展,芯材无破坏现象,极限承载力呈下降趋势。通过计算应变能释放率发现,随着温度的升高应变能释放率峰值呈上升趋势。运用界面裂纹扩展准则判定裂纹扩展符合理论要求。 展开更多
关键词 复合材料 夹层结构 单臂弯曲试验(SLB) 应变能释放率 裂纹扩展准则
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Experiment on Mode Ⅰ/Ⅱ Mixed Interfacial Fracture Characterization of Foam Core Sandwich Materials at Elevated Temperatures
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作者 WANG Lu YIN Chunxiang SI Qinan 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI CSCD 2020年第1期83-87,共5页
Foam-cored sandwich materials have been widely used in the civil engineering due to their advantages such as lightweight,high strength,and excellent anti-corrosion ability. However,the interfacial bonding strength of ... Foam-cored sandwich materials have been widely used in the civil engineering due to their advantages such as lightweight,high strength,and excellent anti-corrosion ability. However,the interfacial bonding strength of foamcored sandwich materials is weakened at elevated temperatures. In practice,the effect of high temperature cannot be ignored,because the composites and foams are sensitive to the change of temperature in the environment. In this study,a series of single-leg bending beams were tested at different temperatures to evaluate the influences of high temperatures on Mode Ⅰ/Ⅱ mixed interfacial fracture of foam core sandwich materials. The temperature was from29 ℃ to 90 ℃,covered the glass transition temperature of composites and foam core,respectively. The Mode Ⅰ/Ⅱ mixed interfacial crack prorogation and its corresponding interfacial strain energy release rate were summarized. 展开更多
关键词 foam core sandwich materials Mode I/II mixed interfacial fracture elevated temperature single-leg bending strain energy release rate
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