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Cracking risk of concrete structures in the hardening phase: Experiments, material modeling and finite element analysis

机译：硬化阶段混凝土结构的开裂风险：实验，材料建模和有限元分析

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PhD i konstruksjonsteknikk

机译：建筑工程博士学位

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作者
Ji Guomin;
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年度 2008
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原文格式 PDF
正文语种 eng
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专利

1. Finite element modelling of hardening concrete: application to the prediction of early age cracking for massive reinforced structures [J] . Laurie Buffo-Lacarriere, Alain Sellier, Anaclet Turatsinze, Materials and structures . 2011 ,第10期

机译：硬化混凝土的有限元建模：在大型钢筋结构的早期开裂预测中的应用
2. Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws [J] . G. De Schutter Computers & Structures . 2002 ,第27a30期

机译：基于水化程度的材料定律对大体积硬化混凝土构件热裂的有限元模拟
3. Numerical modelling of reinforced-concrete structures under seismic loading based on the finite element method with discrete inter-element cracks [J] . Nikolic Zeljana, Zivaljic Nikolina, Smoljanovic Hrvoje, Earthquake Engineering & Structural Dynamics . 2017 ,第1期

机译：基于离散单元间裂缝的有限元法地震荷载作用下钢筋混凝土结构数值模拟
4. VISCO-ELASTIC MODEL EVALUATIONS IN VIEW OF CRACK RISK ASSESSMENTS OF HARDENING CONCRETE ELEMENTS [C] . H.W.M. van der Ham, E.A.B. Koenders, K. van Breugel International Workshop on Service Life Design for Underground Structures; 200610; Shanghai,(CN) . 2006

机译：硬化混凝土构件裂纹风险评估的粘弹性模型评估
5. Bond stress and slip modeling in nonlinear finite element analysis of reinforced concrete structures. [D] . Gan, Youai. 2000

机译：钢筋混凝土结构非线性有限元分析中的粘结应力和滑动模型。
6. Analytical Model of Two-Directional Cracking Shear-Friction Membrane for Finite Element Analysis of Reinforced Concrete [O] . Jeffrey P. Mitchell, Bum-Yean Cho, Yoo-Jae Kim 2021

机译：双向裂纹剪切摩擦钢筋有限元分析钢筋混凝土的分析模型
7. Non-linear finite element analysis of reinforced concrete panels and infilled frames under monotonic and cyclic loading. Structures under plane stress loading are analysed up to and beyond the peak load. Non-linear material properties including cracking, crushing and the non-linear behaviour at the interface of members are considered. [O] . Naji Jamal Hadi 1989

机译：单调和循环荷载下钢筋混凝土面板和填充框架的非线性有限元分析。分析在平面应力载荷下达到和超过峰值载荷的结构。考虑了非线性材料特性，包括开裂，压碎和构件界面处的非线性行为。

Cracking risk of concrete structures in the hardening phase: Experiments, material modeling and finite element analysis

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