首页|GFRP-轻木断芯梁界面剥离静力及疲劳试验

GFRP-轻木断芯梁界面剥离静力及疲劳试验

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以工程适用的玻璃纤维增强复合材料(GFRP)-轻木夹芯结构为研究对象,设计了含界面和芯材裂纹的"断芯梁"试件;通过三点弯静力及疲劳试验研究了 GFRP-轻木夹芯结构界面剥离破坏的规律,获得了不同跨高比、应力比及荷载等级下试件的a-N曲线,分析了不同参数对界面疲劳剥离破坏的影响;基于帕里斯理论建立了疲劳裂纹扩展速率模型.结果表明:所设计的断芯梁试件能够获得稳定的界面裂纹扩展;疲劳试验中,界面剥离破坏出现明显的"三阶段"特征,疲劳裂纹剥离速率分别随应力比减小、荷载等级增大呈现增加趋势;以应变能释放率变程为控制参量的疲劳裂纹扩展速率模型可较好地描述界面剥离过程.
Static and fatigue tests of interface peeling of GFRP-balsa broken core beam
A"broken core beam"specimen with interfacial and core material cracks was designed based on the engineering applicable glass fiber reinforced composite(GFRP)-light wood sandwich structure.The regularity of the interfacial peeling failure of GFRP light wood sandwich structures was studied through three-point bending static and fatigue tests,the a-N curves of specimens under different span height ratios,stress ratios,and load levels were obtained,and the effects of different parameters on interfacial fatigue peeling failure were analyzed;and a fatigue crack growth rate model was established based on Paris theory.The results show that the designed broken core beam specimen can achieve stable interfacial crack growth;in fatigue tests,the interfacial peeling failure exhibits a distinct"three stage"characteristic,and the fatigue crack peeling rate increases with the de-crease of stress ratio and the increase of load level,respectively;the fatigue crack growth rate model using the strain energy release rate range as the control parameter can better describe the interfacial stripping process.

composite materialssandwich structureinterface strippingfatiguea-N curve

裴涛、史慧媛、唐柏鉴、夏志远、严少聪

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苏州科技大学土木工程学院,江苏苏州 215011

复合材料 夹芯结构 界面剥离 疲劳 a-N曲线

国家自然科学基金国家自然科学基金江苏省自然科学基金

5210823652208188BK20200986

2024

苏州科技大学学报(工程技术版)
苏州科技学院

苏州科技大学学报(工程技术版)

影响因子:0.211
ISSN:2096-3270
年,卷(期):2024.37(1)
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