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Investigations on the influence of matrix and textile on the response of textile reinforced concrete slabs under impact loading

机译:冲击载荷下基体和织物对纤维增强混凝土板响应的影响研究

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Textile Reinforced Concrete (TRC) is gaining its popularity as a construction material. It is essential to investigate new materials to quantify its expected structural performance and integrity. The purposed study is to investigate the influence of material type and volume fraction of textile and type of matrix on theimpact behaviour of textile reinforced concrete slabs. Both glass and basalt textiles were used in the investigations. Based on the investigations, it is concluded that the type of binder influences the impact resistance at first crack as well as the delamination possibility. Glass textile reinforced concrete slabs show more displacement and more residual capacity compared to basalt textile reinforced concrete slabs. With increased number of layers, the basalt textile reinforced concrete slabs exhibited decrease in impact resistance due to delamination.As energy level increases, glass textile reinforced slabs show increase in peak displacement whereas basalt textile reinforced concrete slabs show a decrease. The investigations reported will be useful for extending the knowledge of textile reinforced concrete for various impact resistant applications.
机译:纺织增强混凝土(TRC)作为建筑材料正逐渐普及。研究新材料以量化其预期的结构性能和完整性至关重要。目的研究是为了研究织物的材料类型和体积分数以及基体类型对纤维增强混凝土板冲击性能的影响。玻璃和玄武岩纺织品都用于调查。根据调查结果,可以得出结论,粘合剂的类型会影响首次开裂时的抗冲击性以及分层的可能性。与玄武岩纤维增强混凝土板相比,玻璃纤维增​​强混凝土板显示出更多的位移和更多的残余容量。随着层数的增加,玄武岩纤维增强混凝土板由于分层而引起的抗冲击性降低。随着能级的增加,玻璃纤维增​​强混凝土板的峰值位移增加,而玄武岩纤维增强混凝土的板层减小。所报告的调查将有助于扩展纺织增强混凝土在各种抗冲击应用中的知识。

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