Smart Structures and Advanced Composites Laboratory, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China;
Smart Structures and Advanced Composites Laboratory, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China;
Smart Structures and Advanced Composites Laboratory, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China;
Heilongjiang Research Institute of Electric Power Exploration and Design, Harbin 150010, China;
gradient-dependent; nonlocal; damage; freeze-thaw;
机译:损伤耦合弹塑性的梯度依赖非局部本构模型研究
机译:基于Lemaitre假设的冻融循环与荷载耦合作用下的混凝土损伤本构模型
机译:高能冲击下粘塑性固体局部损伤与断裂的非局部梯度本构模型
机译:冻融作用下混凝土梯度依赖性非函数损伤本构模型研究
机译:混凝土的各向异性损伤力学模型,具有疲劳载荷和冻融作用。
机译:基于分数阶微积分理论的混凝土非线性蠕变损伤本构模型
机译:混凝土拱坝收缩接头元件及损伤本构模型研究
机译:具有各向异性损伤机制和粘性正则化效应的钢筋混凝土板壳结构三维和平面应力本构模型及算法。