NUMERICAL ANALYSES OF REINFORCED CONCRETE STRUCTURES USING SPRING NETWORK MODELS
NUMERICAL ANALYSES OF REINFORCED CONCRETE STRUCTURES USING SPRING NETWORK MODELS
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使用 Spring 网络模型对钢筋混凝土结构进行数值分析
DOI：
10.2208/jscej.1999.627_289
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发表时间：
1999
期刊：
影响因子：
--
通讯作者：
H. Hikosaka
中科院分区：
文献类型：
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作者：
S. Saito;H. Hikosaka
钢筋混凝土结构断裂分析程序。混凝土材料采用具有随机几何形状的刚体-弹簧模型。而不是平均的影响，加强区域材料体积，加强材料明确建模使用梁和连杆弹簧。弹簧网络给出了钢筋混凝土结构断裂行为的合理预测。数值预测与钢筋混凝土桥墩和梁的实验结果进行了比较。
procedure for analyzing fracture of reinforced concrete structures. Concrete material is represented by a rigid-body-spring model with random geometry. Rather than averaging the effects of reinforcing over a regional material volume, reinforcing material is explicitly modeled using a beam-and linkage-spring. The spring network gives reasonable predictions of fracture behavior in reinforced concrete structures. Numerical predictions are compared with experimental results of reinforced concrete piers and beams.