A cohesive zone model is employed to simulate the fiber/matrix interface damage of composites with ductile matrix. The study is carried out to investigate the dependence of the interface damage and the composite tensi...A cohesive zone model is employed to simulate the fiber/matrix interface damage of composites with ductile matrix. The study is carried out to investigate the dependence of the interface damage and the composite tensile strength on the micro parameters of the composite. These parameters contain fiber packing pattern, fiber volume fraction, and the modulus ratio of the fiber to the matrix. The investigation reveals that though the high fiber vo lume fraction, the high fiber′s modulus and the square fiber packing can supply strong reinforcement to the composite, the interface damage is susceptible in these cases. The tensile strength of the composite is dominated by the interface strength when the interface debonding occurs.展开更多
The purpose of this study is to investigate the effect of the concentration of silane coupling solution on the tensile strength of basalt fiber and the interfacial properties of basalt fiber reinforced polymer composi...The purpose of this study is to investigate the effect of the concentration of silane coupling solution on the tensile strength of basalt fiber and the interfacial properties of basalt fiber reinforced polymer composites.The surface treatment of basalt fibers was carried out using an aqueous alcohol solution method.Basalt fibers were subjected to surface treatment with 3-Methacryloxypropyl trimethoxy silane at 0.5 wt.%,1 wt.%,2 wt.%,4 wt.%and 10 wt.%.The basalt monofilament tensile tests were carried out to investigate the variation in strength with the concentration of the silane coupling agent.The microdroplet test was performed to examine the effect of the concentration of the silane coupling agent on interfacial strength of basalt reinforced polymer composites.The film was formed on the surface of the basalt fiber treated silane coupling agent solution.The tensile strength of basalt fiber increased because the damaged fiber surface was repaired by the firm of silane coupling agent.The firm was effective in not only the surface protection of basalt fiber but also the improvement on the interfacial strength of fiber-matrix interface.However,the surface treatment using the high concentration silane coupling agent solution has an adverse effect on the mechanical properties of the composite materials,because of causing the degradation of the interfacial strength of the composite materials.展开更多
The special reinforced concrete composite beam consists of a steel fiber reinforced self-stressing concrete composite layer and a reinforced concrete T-beam, and constructional bars are set up at their bonding interfa...The special reinforced concrete composite beam consists of a steel fiber reinforced self-stressing concrete composite layer and a reinforced concrete T-beam, and constructional bars are set up at their bonding interface. Fatigue properties of the composite beam under the action of negative moment were experimentally studied. Through inverted loading mode the load-beating state of a composite beam was simulated under the action of negative moment. With the ratios of constructional bars being 0, 0.082% and 0.164% respectively as parameters, the effects of constructional bars on the properties of composite beam, such as fatigue life, crack propagation, rigidity loss as well as damage behavior of bonding interface, were studied. The mechanism of the constructional bars on the fatigue properties of the composite beams and the restriction mechanism of crack widths and rigidity loss were analyzed. The test results show that the constructional bars can enhance the shear resistance of the bonding interface between composite layer and old concrete beam and restrict expanding of steel fiber reinforced self-stressing concrete, which are beneficial to synergistic action of composite layer and old concrete beam, to reducing the stress amplitude of bars and the crack width of composite layer, and to increasing the durability and fatigue life of the composite beam.展开更多
纤维与基体的界面对复合材料的力学性能和耐久性有很大影响。相比于传统界面测试方法得到的界面剪切强度(IFSS),采用横向纤维束拉伸试验测得的横向拉伸界面强度可直观地反映纤维束与树脂间的界面性能,同时不受纤维组织微结构的影响,是...纤维与基体的界面对复合材料的力学性能和耐久性有很大影响。相比于传统界面测试方法得到的界面剪切强度(IFSS),采用横向纤维束拉伸试验测得的横向拉伸界面强度可直观地反映纤维束与树脂间的界面性能,同时不受纤维组织微结构的影响,是树脂传递模塑(Resin transfer moul-ding, RTM)成型三维机织复合材料性能预测所需的重要参数。本工作建立了一种考虑纤维与树脂的热膨胀系数差异以及树脂固化收缩影响的横向纤维束拉伸试样的有限元模型,分析界面处的横向应力分布和破坏模式。然后用RTM工艺制备碳纤维束增强环氧树脂横向拉伸试验件,结果验证了模型的准确性。比较不同横向拉伸试样在界面处的受力状态,结果表明,十字型试样能有效改善边缘应力集中的现象,且在界面中心区域受力均匀,得到的横向拉伸强度更加精确。此外,讨论了十字型样品的伸出端宽度、长度等特征尺寸以及增强纤维类型对测试结果的影响。在选择纤维束横向拉伸试样时,为获得更加准确的界面横向拉伸强度,试样伸出端的宽度应尽可能大一些,但需要小于伸出端总长度的1/2以获得理想的破坏模式。展开更多
文摘A cohesive zone model is employed to simulate the fiber/matrix interface damage of composites with ductile matrix. The study is carried out to investigate the dependence of the interface damage and the composite tensile strength on the micro parameters of the composite. These parameters contain fiber packing pattern, fiber volume fraction, and the modulus ratio of the fiber to the matrix. The investigation reveals that though the high fiber vo lume fraction, the high fiber′s modulus and the square fiber packing can supply strong reinforcement to the composite, the interface damage is susceptible in these cases. The tensile strength of the composite is dominated by the interface strength when the interface debonding occurs.
文摘The purpose of this study is to investigate the effect of the concentration of silane coupling solution on the tensile strength of basalt fiber and the interfacial properties of basalt fiber reinforced polymer composites.The surface treatment of basalt fibers was carried out using an aqueous alcohol solution method.Basalt fibers were subjected to surface treatment with 3-Methacryloxypropyl trimethoxy silane at 0.5 wt.%,1 wt.%,2 wt.%,4 wt.%and 10 wt.%.The basalt monofilament tensile tests were carried out to investigate the variation in strength with the concentration of the silane coupling agent.The microdroplet test was performed to examine the effect of the concentration of the silane coupling agent on interfacial strength of basalt reinforced polymer composites.The film was formed on the surface of the basalt fiber treated silane coupling agent solution.The tensile strength of basalt fiber increased because the damaged fiber surface was repaired by the firm of silane coupling agent.The firm was effective in not only the surface protection of basalt fiber but also the improvement on the interfacial strength of fiber-matrix interface.However,the surface treatment using the high concentration silane coupling agent solution has an adverse effect on the mechanical properties of the composite materials,because of causing the degradation of the interfacial strength of the composite materials.
基金Project(50578027) supported by the National Natural Science Foundation of China
文摘The special reinforced concrete composite beam consists of a steel fiber reinforced self-stressing concrete composite layer and a reinforced concrete T-beam, and constructional bars are set up at their bonding interface. Fatigue properties of the composite beam under the action of negative moment were experimentally studied. Through inverted loading mode the load-beating state of a composite beam was simulated under the action of negative moment. With the ratios of constructional bars being 0, 0.082% and 0.164% respectively as parameters, the effects of constructional bars on the properties of composite beam, such as fatigue life, crack propagation, rigidity loss as well as damage behavior of bonding interface, were studied. The mechanism of the constructional bars on the fatigue properties of the composite beams and the restriction mechanism of crack widths and rigidity loss were analyzed. The test results show that the constructional bars can enhance the shear resistance of the bonding interface between composite layer and old concrete beam and restrict expanding of steel fiber reinforced self-stressing concrete, which are beneficial to synergistic action of composite layer and old concrete beam, to reducing the stress amplitude of bars and the crack width of composite layer, and to increasing the durability and fatigue life of the composite beam.
文摘纤维与基体的界面对复合材料的力学性能和耐久性有很大影响。相比于传统界面测试方法得到的界面剪切强度(IFSS),采用横向纤维束拉伸试验测得的横向拉伸界面强度可直观地反映纤维束与树脂间的界面性能,同时不受纤维组织微结构的影响,是树脂传递模塑(Resin transfer moul-ding, RTM)成型三维机织复合材料性能预测所需的重要参数。本工作建立了一种考虑纤维与树脂的热膨胀系数差异以及树脂固化收缩影响的横向纤维束拉伸试样的有限元模型,分析界面处的横向应力分布和破坏模式。然后用RTM工艺制备碳纤维束增强环氧树脂横向拉伸试验件,结果验证了模型的准确性。比较不同横向拉伸试样在界面处的受力状态,结果表明,十字型试样能有效改善边缘应力集中的现象,且在界面中心区域受力均匀,得到的横向拉伸强度更加精确。此外,讨论了十字型样品的伸出端宽度、长度等特征尺寸以及增强纤维类型对测试结果的影响。在选择纤维束横向拉伸试样时,为获得更加准确的界面横向拉伸强度,试样伸出端的宽度应尽可能大一些,但需要小于伸出端总长度的1/2以获得理想的破坏模式。
