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基于能量损失理论的再生混凝土损伤塑性研究 被引量:1
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作者 黄一凡 王向东 《河北工业大学学报》 CAS 2021年第3期55-61,共7页
为了研究再生混凝土塑性阶段的损伤演化和刚度劣化,从能量损失的角度基于广义自洽模型对传统的非均质材料能量积分公式进行了重新推导,得到仅含位移的新能量公积分式用以重新定义损伤变量。通过公式计算可以得到损伤过程中的能量变化与... 为了研究再生混凝土塑性阶段的损伤演化和刚度劣化,从能量损失的角度基于广义自洽模型对传统的非均质材料能量积分公式进行了重新推导,得到仅含位移的新能量公积分式用以重新定义损伤变量。通过公式计算可以得到损伤过程中的能量变化与劣化后的弹性模量。此外,模拟了再生混凝土单轴压缩,对比了重新定义的损伤变量与传统损伤本构模型的D-x曲线,对比分析发现,重新定义的损伤变量更符合再生混凝土单轴受压的一般破坏规律。 展开更多
关键词 再生混凝土 塑性损伤演化 能量损失 非均质材料能量积分公式 单轴受压
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高层钢管混凝土框架-RC核心筒结构的弹塑性时程分析 被引量:2
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作者 尧国皇 于清 郭明 《建筑钢结构进展》 北大核心 2014年第2期32-41,57,共11页
基于合理的材料弹塑性(损伤)本构关系模型,建立了某30层钢管混凝土框架-钢筋混凝土核心筒结构振动台试验的有限元分析模型,考虑了结构的几何非线性和材料非线性,包括钢材和混凝土材料的塑性损伤演化。有限元分析结果与试验结果基本吻合... 基于合理的材料弹塑性(损伤)本构关系模型,建立了某30层钢管混凝土框架-钢筋混凝土核心筒结构振动台试验的有限元分析模型,考虑了结构的几何非线性和材料非线性,包括钢材和混凝土材料的塑性损伤演化。有限元分析结果与试验结果基本吻合。在此基础上,进行了不同地震波强度作用下的弹塑性时程分析,获得了核心筒和楼板的损伤演化过程、框架应力和损伤发展过程、基底剪力时程曲线、楼层位移角包络曲线以及地震作用下整体结构的能量反应规律。结果表明,有限元法能够较为清晰地揭示这类结构体系在地震作用下的弹塑性工作状态,可为同类研究提供参考。 展开更多
关键词 本构关系 钢管混凝土框架-RC核心筒结构 塑性损伤演化 时程分析 基底剪力 层间位移
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Research on damage evolution of metal plate based on improved micropolar peridynamic model 被引量:1
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作者 Yang Huichao Xu Feiyun +1 位作者 Zhu Dasheng Liu Yadong 《Journal of Southeast University(English Edition)》 EI CAS 2019年第3期292-301,共10页
To study the damage evolution of the metal plate in elastic and plastic deformation stages, an improved micropolar peridynamic model is proposed to simulate the deformation process and damage evolution of metal materi... To study the damage evolution of the metal plate in elastic and plastic deformation stages, an improved micropolar peridynamic model is proposed to simulate the deformation process and damage evolution of metal materials with variable Poisson’s ratios in the elastic-plastic stages. Firstly, both the stretching and bending moments of the bonds between the material points are added to peridynamic pairwise force functions, and the coordinate transformation of the micro-beam made up of bonds is deduced. Therefore, the numerical calculation implementation of the improved micropolar peridynamic model is obtained. Then, the strain values are obtained by solving the difference equation based on the displacement values of material points, and the stress values can be calculated according to generalized Hook’s law. The elastic and plastic deformation stages can be estimated based on the von Mises yield criterion, and different constitutive equations are adopted to simulate the damage evolution. Finally, the proposed micropolar peridynamic model is applied to simulate the damage evolution of a metal plate with a hole under velocity boundary conditions, and the effectiveness of the model is verified through experiments. In the experiments, the displacement and strain distributions in the stretching process are analyzed by the digital image correlation(DIC) method. By comparing the results, the proposed model is more accurate than the bond-based peridynamic model and the error of the proposed model is 7.2% lower than that of the bond-based peridynamic model. By loading different velocity boundary conditions, the relationship between the loads and damage evolution is studied. 展开更多
关键词 micropolar peridynamic model elastic-plastic constitutive equation damage evolution plastic deformation digital image correlation tensile test
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Three dimensional efficient meshfree simulation of large deformation failure evolution in soil medium 被引量:4
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作者 WANG DongDong LI ZhuoYa +1 位作者 LI Ling WU YouCai 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第3期573-580,共8页
An efficient Galerkin meshfree formulation for three dimensional simulation of large deformation failure evolution in soils is presented. This formulation utilizes the stabilized conforming nodal integration, where fo... An efficient Galerkin meshfree formulation for three dimensional simulation of large deformation failure evolution in soils is presented. This formulation utilizes the stabilized conforming nodal integration, where for the purpose of stability and efficiency a Lagrangian smoothing strain at nodal point is constructed and thereafter the internal energy is evaluated nodally. This formulation ensures the linear exactness, efficiency and spatial stability in a unified manner and it makes the conventional Galerkin meshfree method affordable for three dimensional simulation. The three dimensional implementation of stabilized conforming nodal integration is discussed in details. To model the failure evolution in soil medium a coupled elasto-plastic damage model is used and an objective stress integration algorithm in combination of elasto-damage predictor and plastic corrector method is employed for stress update. Two typical numerical examples are shown to demonstrate the effectiveness of the present method for modeling large deformation soil failure. 展开更多
关键词 meshfree method three dimensions stabilized conforming nodal integration failure evolution large deformation
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A crystal plasticity coupled damage constitutive model of high entropy alloys at high temperature
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作者 Yingying Wang Jundong WangMingqi Lei Yao Yao 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2022年第11期16-25,共10页
A crystal plasticity constitutive model of high-entropy alloys(HEAs)coupled with damage evolution equation at high temperature is developed.To simulate the degraded load-carrying capacity of HEAs caused by microdefect... A crystal plasticity constitutive model of high-entropy alloys(HEAs)coupled with damage evolution equation at high temperature is developed.To simulate the degraded load-carrying capacity of HEAs caused by microdefects,a phenomenological damage evolution equation is proposed based on the compression experiments at different temperatures.The established model is used to simulate the stress softening phenomenon of polycrystalline AlCrCuFeNi-based HEAs,which is highly dependent on the strain rate and temperature.Compared with the experimental data,the proposed model is able to accurately describe the stress-strain relationship of HEAs. 展开更多
关键词 High entropy alloy Crystal plasticity DAMAGE High-temperature deformation
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