Barcikowski Michał, Lesiuk Grzegorz, Czechowski Karol, Duda Szymon
Wroclaw University of Science and Technology, Faculty of Mechanical Engineering, PL 50-370 Wroclaw, Poland.
Materials (Basel). 2021 Jan 8;14(2):297. doi: 10.3390/ma14020297.
This paper presents the experimental results of composite rebars based on GFRP manufactured by a pultrusion system. The bending and radial compression strength of rods was determined. The elastic modulus of GFRP rebars is significantly lower than for steel rebars, while the static flexural properties are higher. The microstructure of the selected rebars was studied and discussed in light of the obtained results-failure processes such as the delamination and fibers fracture can be observed. The bending fatigue test was performed under a constant load amplitude sinusoidal waveform. All rebars were subjected to fatigue tests under the R = 0.1 condition. As a result, the S-N curve was obtained, and basic fatigue characteristics were determined. The fatigue mechanism of bar failure under bending was further analyzed using SEM microscopy. It is worth noting that the failure and fracture mechanism plays a crucial role as a material quality indicator in the manufacturing process. The main mechanism of failure under static and cyclic loading during the bending test is widely discussed in this paper. The results obtained from fatigue tests encourage further analysis. The diametral compression test reflects the weakest nature of the composite materials based on the interlaminar compressive strength. The proposed methodology allows us to invariantly describe the experimental transversal strength of the composite materials. Considering the expected durability of the structure, the failure mechanism is likely to significantly improve their fatigue behavior under the influence of cyclic bending. The reasonable direction of searching for reinforcements of composite structures should be the improvement of the bearing capacity of the outer layers. In comparison with steel rebars (fatigue tensile test), the obtained results for GFRP are comparable in the HCF regime. It is worth noting that in the near fatigue endurance regime (2-5 × 10 cycles) both rebars exhibit similar behavior.
本文介绍了基于玻璃纤维增强塑料(GFRP)通过拉挤成型系统制造的复合钢筋的实验结果。测定了棒材的弯曲强度和径向抗压强度。GFRP钢筋的弹性模量明显低于钢筋,而其静态弯曲性能更高。根据获得的结果,研究并讨论了所选钢筋的微观结构,可以观察到诸如分层和纤维断裂等失效过程。在恒定载荷幅值正弦波形下进行了弯曲疲劳试验。所有钢筋均在R = 0.1条件下进行疲劳试验。结果,获得了S-N曲线,并确定了基本疲劳特性。使用扫描电子显微镜(SEM)进一步分析了弯曲下钢筋失效的疲劳机制。值得注意的是,失效和断裂机制在制造过程中作为材料质量指标起着至关重要的作用。本文广泛讨论了弯曲试验中静态和循环加载下的主要失效机制。疲劳试验获得的结果鼓励进一步分析。径向压缩试验基于层间抗压强度反映了复合材料的最弱性质。所提出的方法使我们能够不变地描述复合材料的实验横向强度。考虑到结构的预期耐久性,失效机制可能会在循环弯曲的影响下显著改善其疲劳行为。寻找复合结构增强材料的合理方向应该是提高外层的承载能力。与钢筋(疲劳拉伸试验)相比,GFRP在高周疲劳(HCF)状态下获得的结果具有可比性。值得注意的是,在接近疲劳耐久性状态(2 - 5×10⁶ 次循环)时,两种钢筋表现出相似的行为。