On crack band model in finite element analysis of concrete fracture in engineering practice

Cervenka J.; Cervenka V; Laserna S.

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On crack band model in finite element analysis of concrete fracture in engineering practice

机译：在工程实践中混凝土骨折有限元分析中的裂缝带模型

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When finite element nonlinear analysis is applied to address the typical engineering problems such as ultimate load carrying capacity or serviceability limits such as deflections or crack width, a special care should be taken for the proper definition of the crack band namely in the presence of reinforcement.

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《Engineering Fracture Mechanics》 |2018年第2018期|共21页
作者
Cervenka J.; Cervenka V; Laserna S.;
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Cervenka Consulting Sro Prague Czech Republic;

Cervenka Consulting Sro Prague Czech Republic;

Castilla La Mancha Univ ETSIAM Albacete Spain;

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正文语种 eng
中图分类工程力学;
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1. SEMI-ANALYTICAL FINITE ELEMENT METHOD FOR FICTITIOUS CRACK MODEL IN FRACTURE MECHANICS OF CONCRETE [J] . 王承强, 郑长良应用数学和力学（英文版） . 2004,第011期
2. Cracking analysis of fracture mechanics by the finite element method of lines (FEMOL) [J] . Shaowei Hu, Brian Moran, Yunming Chen 力学学报：英文版 . 2005,第005期
3. FINITE ELEMENT ANALYSIS OF CONCRETE BASED ON TWO SURFACE ELASTOPLASTIC MODEL [J] . 冯继玲, 王世文煤炭学报：英文版 . 1997,第002期
4. On crack band model in finite element analysis of concrete fracture in engineering practice [J] . Cervenka J., Cervenka V, Laserna S. Engineering Fracture Mechanics . 2018,第期

机译：在工程实践中混凝土骨折有限元分析中的裂缝带模型
5. An embedded crack model for finite element analysis of concrete fracture [J] . J.M. Sancho, J. Planas, D.A. Cendon Engineering Fracture Mechanics . 2007,第3期

机译：用于混凝土断裂有限元分析的嵌入式裂纹模型
6. An embedded cohesive crack model for finite element analysis of mixed mode fracture of concrete [J] . J. M. Sancho, J. Planos, J. C. Galvez Fatigue & Fracture of Engineering Materials & Structures . 2006,第12期

机译：用于混凝土混合模式断裂的有限元分析的嵌入式粘性裂纹模型
7. A comparison of cohesive crack model and crack band model in concrete fracture [C] . Liang Wu, Ze Li, Shang Huang International Conference on Civil Engineering, Architecture and Building Materials . 2012

机译：粘性裂纹模型和裂缝带模型在混凝土骨折中的比较
8. FINITE AND BOUNDARY ELEMENT MODELLING OF CRACK PROPAGATION IN TWO- AND THREE- DIMENSIONS USING INTERACTIVE COMPUTER GRAPHICS (FRACTURE, PREPROCESSING, FATIGUE, POSTPROCESSING, ANALYSIS) [D] . GERSTLE, WALTER HERBERT. 1986

机译：利用交互式计算机图形学（二维，裂纹，断裂，后加工，分析）在二维和三维中裂纹扩展的有限和边界元建模
9. 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
10. Three-dimensional non-linear finite element analysis of reinforced concrete beams in torsion. Reinforced concrete members under torsion and bending are analysed up to failure. A non-linear concrete model for general states of stress including compressive strength degradation due to cracking is described. [O] . Shaarbaf Ihsan Ali Saib 1990

机译：钢筋混凝土梁受扭的三维非线性有限元分析。分析钢筋混凝土构件在扭转和弯曲下的破坏情况。描述了一种用于应力一般状态的非线性混凝土模型，其中包括由于裂缝导致的抗压强度降低。
11. Crack-Band Model for Finite Element Analysis of Concrete Structures [R] . Gajer, G., Dux, P. F. 1988

机译：混凝土结构有限元分析的裂缝带模型

On crack band model in finite element analysis of concrete fracture in engineering practice

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