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来源:百度知道 编辑:UC知道 时间:2024/07/03 02:06:45
Abstract: A three-dimensional (3D) hypoelastic material model for modeling material properties of cracked reinforced concrete is proposed. Material properties of multidirectionally cracked reinforced concrete are represented by the material properties of intact concrete and a number of uniaxially cracked concrete with their coupling solids. Cracking effects due to multiple nonorthogonal cracks are traced in each uniaxially cracked concrete. Tension softening and aggregate interlock occurring at the crack interface as well as tension stiffening and compression softening initiated in concrete between cracks due to multiple nonorthogonal cracks are all incorporated explicitly. RC panels under in-plane loading and RC slab under pure torsion have been analyzed. The developed 3D hypoelastic material model has been proved to be efficient and effective in modeling the material behaviors of cracked reinforced concrete in shell-type RC structures. The deformational response, the ultimate strengt

摘要:在一个三维(三维) hypoelastic材料模型建模材料性能破获钢筋混凝土的建议。材料性能multidirectionally破获钢筋混凝土为代表的材料性能完好混凝土和一些单轴破获混凝土及其耦合固体。开裂的影响,因多种非正交裂缝是有迹可寻,在每个单轴破获混凝土。张力软化和骨料联锁发生在裂纹接口以及张力刚和压缩软化发起混凝土之间的裂缝因多种非正交裂缝都纳入明确。钢筋混凝土面板下,在飞机装载和钢筋混凝土板下纯扭转进行了分析。发达三维hypoelastic材料模型已被证明是切实有效地模拟材料行为破获钢筋混凝土壳式钢筋混凝土结构。变形响应,最终实力,失效模式可以捕捉得颇为顺利。