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Composite multiscale mechanics for composite enhanced concrete structures

机译:复合增强混凝土结构复合多尺度力学

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A new and effective method is described for designing composites to repair damage or enhance the overload strength of concrete infrastructures. The method is based on composite mechanics, which is available in computer codes. It is used to simulate structural sections made from reinforced concrete, which are typical in infrastructure, as well as to select reinforced concrete structures. The structural sections are represented by a number of layers through the thickness where different layers are used in concrete, and for the composite. The reinforced concrete structures are represented with finite elements where the element stiffness parameters are from the structural sections, which are represented by composite mechanics. The load carrying capability of the structure is determined by progressive structural fractural. Results show improvements of up to 40% for damage and for overload enhancement with relatively small laminate thickness for the structural sections and up to three times for the composite enhanced select structures (arches and domes).
机译:描述了一种用于设计复合材料以修复损坏或提高混凝土基础设施的超载强度的新的和有效的方法。该方法基于复合力学,可在计算机代码中获得。它用于模拟由钢筋混凝土制成的结构部分,该结构部分在基础设施中是典型的,以及选择钢筋混凝土结构。结构部分由多个层表示,其中厚度在混凝土中使用不同层和复合材料。钢筋混凝土结构用有限元表示,其中元件刚度参数来自结构部分,其由复合力学表示。结构的负载承载能力由渐进式结构性的细分确定。结果显示损坏和过载增强的改善高达40%,具有相对较小的结构部分的层压厚度,复合增强型选择结构(拱门和圆顶)最多三次。

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