{"title":"循环剪切加载条件下FRP复合材料层合板界面损伤特性提取方法","authors":"M. A. Abdullah, A. Abdul-Latif, M. Tamin","doi":"10.1109/PGSRET.2017.8251827","DOIUrl":null,"url":null,"abstract":"A damage-based fatigue model for cohesive interfaces in fiber-reinforced polymer (FRP) composite laminates has been proposed. This paper described a combined experimental-computational approach to determine the properties and material parameters for the fatigue model. The approach is demonstrated for the cyclic shear loading. For this purpose, carbon fiber-reinforced polymer (CFRP) composite laminate beam specimens ([0]8), each with a pre-cracked interface is tested under 3-point bending setup. Interfacial fatigue damage is introduced by subjecting the specimens to fluctuating load (ΔP = 75 N, R = 0.25) and varying numbers of accumulated cycles (50, 100 and 200 kcycles). Subsequent quasistatic test to catastrophic failure establishes the characteristic residual strength responses of the damaged specimen. A complementary validated finite element (FE) simulation of the load-displacement response establishes the stress and strain states at the damaged interface. These internal local variables at the crack front are employed to determine the fatigue-related damage model parameters. The resulting interfacial shear strength, penalty stiffness and critical shear energy release rate are found to vary non-linearly with the accumulated number of load cycles.","PeriodicalId":336020,"journal":{"name":"2017 3rd International Conference on Power Generation Systems and Renewable Energy Technologies (PGSRET)","volume":"74 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2017-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"5","resultStr":"{\"title\":\"Methodology for extracting interface damage properties of FRP composite laminates under cyclic shear loading conditions\",\"authors\":\"M. A. Abdullah, A. Abdul-Latif, M. Tamin\",\"doi\":\"10.1109/PGSRET.2017.8251827\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A damage-based fatigue model for cohesive interfaces in fiber-reinforced polymer (FRP) composite laminates has been proposed. This paper described a combined experimental-computational approach to determine the properties and material parameters for the fatigue model. The approach is demonstrated for the cyclic shear loading. For this purpose, carbon fiber-reinforced polymer (CFRP) composite laminate beam specimens ([0]8), each with a pre-cracked interface is tested under 3-point bending setup. Interfacial fatigue damage is introduced by subjecting the specimens to fluctuating load (ΔP = 75 N, R = 0.25) and varying numbers of accumulated cycles (50, 100 and 200 kcycles). Subsequent quasistatic test to catastrophic failure establishes the characteristic residual strength responses of the damaged specimen. A complementary validated finite element (FE) simulation of the load-displacement response establishes the stress and strain states at the damaged interface. These internal local variables at the crack front are employed to determine the fatigue-related damage model parameters. The resulting interfacial shear strength, penalty stiffness and critical shear energy release rate are found to vary non-linearly with the accumulated number of load cycles.\",\"PeriodicalId\":336020,\"journal\":{\"name\":\"2017 3rd International Conference on Power Generation Systems and Renewable Energy Technologies (PGSRET)\",\"volume\":\"74 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2017-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"5\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2017 3rd International Conference on Power Generation Systems and Renewable Energy Technologies (PGSRET)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/PGSRET.2017.8251827\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2017 3rd International Conference on Power Generation Systems and Renewable Energy Technologies (PGSRET)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/PGSRET.2017.8251827","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 5
摘要
提出了一种基于损伤的纤维增强聚合物(FRP)复合材料层合板粘结界面疲劳模型。本文介绍了一种试验与计算相结合的方法来确定疲劳模型的性能和材料参数。该方法对循环剪切荷载进行了验证。为此,碳纤维增强聚合物(CFRP)复合材料层压梁试件([0]8)在三点弯曲设置下进行了测试,每个试件都具有预裂界面。试样受波动载荷(ΔP = 75 N, R = 0.25)和不同的累积循环次数(50、100和200 kcycles)的作用,会产生界面疲劳损伤。随后的准静态试验对灾难性破坏建立了受损试件的特征残余强度响应。补充验证的有限元(FE)模拟荷载-位移响应建立在损伤界面的应力和应变状态。利用裂纹前沿的这些内部局部变量来确定疲劳损伤模型参数。所得到的界面抗剪强度、罚刚度和临界剪切能释放率随荷载循环次数的累积呈非线性变化。
Methodology for extracting interface damage properties of FRP composite laminates under cyclic shear loading conditions
A damage-based fatigue model for cohesive interfaces in fiber-reinforced polymer (FRP) composite laminates has been proposed. This paper described a combined experimental-computational approach to determine the properties and material parameters for the fatigue model. The approach is demonstrated for the cyclic shear loading. For this purpose, carbon fiber-reinforced polymer (CFRP) composite laminate beam specimens ([0]8), each with a pre-cracked interface is tested under 3-point bending setup. Interfacial fatigue damage is introduced by subjecting the specimens to fluctuating load (ΔP = 75 N, R = 0.25) and varying numbers of accumulated cycles (50, 100 and 200 kcycles). Subsequent quasistatic test to catastrophic failure establishes the characteristic residual strength responses of the damaged specimen. A complementary validated finite element (FE) simulation of the load-displacement response establishes the stress and strain states at the damaged interface. These internal local variables at the crack front are employed to determine the fatigue-related damage model parameters. The resulting interfacial shear strength, penalty stiffness and critical shear energy release rate are found to vary non-linearly with the accumulated number of load cycles.