纤维增强混凝土的生态力学性能评价

A. Fantilli, B. Chiaia
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引用次数: 1

摘要

本文对不同结构混凝土进行了比较,以便选择或定制新的环保和高性能水泥基复合材料。采用所谓的生态力学指标(EMI)来评价钢筋混凝土拉杆和梁的生态影响和力学性能。钢筋混凝土结构的裂缝宽度、混凝土生产过程中蕴含的能量和释放的二氧化碳是电磁干扰的主要参数。因此,通过使用具有高断裂韧性的普通强度水泥混凝土(即通过在普通强度混凝土中添加钢纤维),可以很容易地实现最佳的生态机械性能。此外,在生态力学分析中,断裂的作用,无论是在拉伸或弯曲下,都足以定义普通和高强钢筋混凝土结构的力学性能和耐久性,而无需测量裂缝宽度
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluating the Eco-Mechanical Performances of Fiber-Reinforced Concrete
A comparison among different structural concretes is herein performed in order to select, or tailor, new eco-friendly and high performance cement-based composites. The ecological impact and the mechanical behavior of reinforced concrete (RC) ties and beams are both assessed by of means the so-called eco-mechanical index (EMI). The crack width of RC structures, the embodied energy and the carbon dioxide released by the production of concretes, are the main parameters of EMI. As a result, the best eco-mechanical performances can be easily achieved by using a normal strength cementitiuos concrete having high fracture toughness (i.e., by adding steel fibers to normal strength concrete). Moreover, in an eco-mechanical analysis, the work of fracture, either in tension or in bending, is sufficient to define the mechanical performances and durability of normal and high-strength of RC structures, without measuring crack width
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