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Effect of hybrid fiber reinforcement on the cracking process in fiber reinforced cementitious composites

机译:混杂纤维增强对纤维增强水泥基复合材料开裂过程的影响

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摘要

The simultaneous use of different types of fibers as reinforcement in cementitious matrix composites is typically motivated by the underlying principle ofa multi-scale nature of the cracking processes in fiber reinforced cementitiouscomposites. It has been hypothesized that while undergoing tensile deformations in the composite, the fibers with different geometrical and mechanical properties restrain the propagation and further development of crackingat different scales from the micro- to the macro- scale. The optimized design of the fiber reinforcing systems requires the objective assessment of thecontribution of each type of fiber to the overall tensile response. Possiblesynergistic effects resulting from particular combinations of fibers need tobe clearly identified. In the present study, the evaluation of the responseof different fiber reinforced cementitious composite materials is carried outby assessing directly their tensile stress-crack opening behavior. The effi-ciency of hybrid fiber reinforcements and the multi-scale nature of cracking processes are discussed based on the experimental results obtained, as wellas the micro-mechanisms underlying the contribution of different fibers tobridge cracks resulting from tensile loading.
机译:在水泥基复合材料中同时使用不同类型的纤维作为增强材料通常是由纤维增强水泥基复合材料开裂过程的多尺度性质的基本原理所激发。假设在复合材料中经历拉伸变形时,具有不同几何和机械性能的纤维会限制从微观到宏观的不同尺度的裂纹的扩展和进一步发展。纤维增强系统的优化设计需要客观评估每种纤维对总体拉伸响应的贡献。需要明确识别由特定纤维组合产生的可能的协同效应。在本研究中,通过直接评估其张应力-裂纹开裂行为来评估不同纤维增强水泥基复合材料的响应。基于获得的实验结果,讨论了混合纤维增强材料的效率和开裂过程的多尺度性质,以及基于不同纤维桥接由拉伸载荷引起的裂纹的微观机制。

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