Citation: | ZHANG Xiaoqing, WANG Jialin, YI Zhijian, ZHANG Tuo, WANG Min. 3D Numerical Simulation of Concrete Cracking Based on Specified Stress Method[J]. Applied Mathematics and Mechanics, 2024, 45(12): 1541-1554. doi: 10.21656/1000-0887.450161 |
[2]NGO D, SCORDELIS A. Nonlinear analysis of reinforced concrete beams[J].Journal of the American Concrete Insitute,1967,64(3): 152-163.
|
赵超. 基于刚体弹簧法的钢筋混凝土结构破坏过程模拟方法[D]. 北京: 中国矿业大学(北京), 2018: 1.(ZHAO Chao. Simulation method of failure process of reinforced concrete structure based on rigid body spring method[D]. Beijing: China University of Mining & Technology, Beijing, 2018: 1. (in Chinese))
|
[3]RASHID Y R. Ultimate strength analysis of prestressed concrete pressure vessels[J].Nuclear Engineering and Design,1968,7(4): 334-344.
|
[4]HILLERBORG A, MODER M, PETERSSON P E. Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements[J].Cement and Concrete Research,1976,6(6): 773-781.
|
[5]BAANT Z P, OH B H. Crack band theory for fracture of concrete[J].Matériaux et Construction,1983,16(3): 155-177.
|
[6]BELYTSCHKO T, BLACK T. Elastic crack growth in finite elements with minimal remeshing[J].International Journal for Numerical Methods in Engineering,1999,45(5): 601-620.
|
[7]MOES N, DOLBOW J, BELYTSCHKO T. A finite element method for crack growth without remeshing[J].International Journal for Numerical Methods in Engineering,1999,46(1): 131-150.
|
[8]AGHAJANZADEH S M, MIRZABOZORG H. Concrete fracture process modeling by combination of extended finite element method and smeared crack approach[J].Theoretical and Applied Fracture Mechanics,2019,101: 306-319.
|
[9]SAGERESAN N, DRATHI R, ANJALI P S. Numerical analysis of concrete fracture[J].International Journal of Damage Mechanics,2010,19(5): 559-573.
|
[10]GRAVES R H, DERUCHER K N. Interface smeared crack model analysis of concrete dams in earthquakes[J].Journal of Engineering Mechanics,1987,113(11): 1678-1693.
|
[11]BAZANT Z P, LIN F B. Nonlocal smeared cracking model for concrete fracture[J].Journal of Structural Engineering,1988,114(11): 2493-2510.
|
[12]DAHLBLOM O, OTTOSEN N S. Smeared crack analysis using generalized fictitious crack model[J].Journal of Engineering Mechanics,1990,116(1): 55-76.
|
[13]CERVENKA J, PAPANIKOLAOU V K. Three dimensional combined fracture-plastic material model for concrete[J].International Journal of Plasticity,2008,24(12): 2192-2220.
|
[14]BROUJERDIAN V, KAZEMI M T. Smeared rotating crack model for reinforced concrete membrane elements[J].ACI Structural Journal,2010,107(4): 411-418.
|
[15]HARIRI-ARDEBILI M A, SEYED-KOLBADI S M, MIRZABOZORG H. A smeared crack model for seismic failure analysis of concrete gravity dams considering fracture energy effects[J].Structural Engineering and Mechanics,2013,48(1): 17-39.
|
[16]HARIRI-ARDEBILI M A, SEYED-KOLBADI S M. Seismic cracking and instability of concrete dams: smeared crack approach[J].Engineering Failure Analysis,2015,52: 45-60.
|
[17]EDALAT-BEHBAHANI A, BARROS J A O, VENTURA-GOUVEIA A. Three dimensional plastic-damage multidirectional fixed smeared crack approach for modelling concrete structures[J].International Journal of Solids and Structures,2017,115: 104-125.
|
[18]RIMKUS A, CERVENKA V, GRIBNIAK V, et al. Uncertainty of the smeared crack model applied to RC beams[J].Engineering Fracture Mechanics,2020,233: 107088.
|
[19]TEIXEIRA M, BERNARDO L. Evaluation of smeared constitutive laws for tensile concrete to predict the cracking of RC beams under torsion with smeared truss model[J].Materials,2021,14(5): 1260.
|
[20]聂建国, 王宇航. ABAQUS中混凝土本构模型用于模拟结构静力行为的比较研究[J]. 工程力学, 2013,30(4): 59-67. (NIE Jianguo, WANG Yuhang. Comparison study of constitutive model of concrete in ABAQUS for static analysis of structures[J].Engineering Mechanics,2013,30(4): 59-67.(in Chinese))
|
[21]SIRICO A, MICHELINI E, BERNARDI P, et al. Simulation of the response of shrunk reinforced concrete elements subjected to short-term loading: a bi-dimensional numerical approach[J].Engineering Fracture Mechanics,2017,174: 64-79.
|
[22]MOS N, BELYTSCHKO T. Extended finite element method for cohesive crack growth[J].Engineering Fracture Mechanics,2002,69(7): 813-833.
|
[23]UNGER J F, ECKARDT S, KNKE C. Modelling of cohesive crack growth in concrete structures with the extended finite element method[J].Computer Methods in Applied Mechanics and Engineering,2007,196(41/44): 4087-4100.
|
[24]方修君, 金峰, 王进廷. 用扩展有限元方法模拟混凝土的复合型开裂过程[J]. 工程力学, 2007,24(S1): 46-52.(FANG Xiujun, JIN Feng, WANG Jinting. Simulation of mixed-mode fracture of concrete using extended finite element method[J].Engineering Mechanics,2007,24(S1): 46-52.(in Chinese))
|
[25]IBRAHIMBEGOVIC A, BOULKERTOUS A, DAVENNE L, et al. Modelling of reinforced-concrete structures providing crack-spacing based on X-FEM, ED-FEM and novel operator split solution procedure[J].International Journal for Numerical Methods in Engineering,2010,83(4): 452-481.
|
[26]CONTRAFATTO L, CUOMO M, FAZIO F. An enriched finite element for crack opening and rebar slip in reinforced concrete members[J].International Journal of Fracture,2012,178(1): 33-50.
|
[27]杨涛, 邹道勤. 基于XFEM的钢筋混凝土梁开裂数值模拟[J]. 浙江大学学报(工学版), 2013,47(3): 495-501. (YANG Tao, ZOU Daoqin. Numerical simulation of crack growth of reinforced concrete beam based on XFEM[J].Journal of Zhejiang University (Engineering Science),2013,47(3): 495-501.(in Chinese))
|
[28]DU X L, JIN L, MA G W. Numerical modeling tensile failure behavior of concrete at mesoscale using extended finite element method[J].International Journal of Damage Mechanics,2014,23(7): 872-898.
|
[29]JAVANMARDI M R, MAHERI M R. Extended finite element method and anisotropic damage plasticity for modelling crack propagation in concrete[J].Finite Elements in Analysis and Design,2019,165: 1-20.
|
[30]FARON A, ROMBACH G A. Simulation of crack growth in reinforced concrete beams using extended finite element method[J].Engineering Failure Analysis,2020,116: 104698.
|
[31]HAGHANI M, NEYA B N, AHMADI M T, et al. A new numerical approach in the seismic failure analysis of concrete gravity dams using extended finite element method[J].Engineering Failure Analysis,2022,132: 105835.
|
[32]庄茁, 柳占立, 成斌斌, 等. 扩展有限单元法[M]. 北京: 清华大学出版社, 2012.(ZHUANG Zhuo, LIU Zhanli, CHENG Binbin, et al.Extended Finite Element Method[M]. Beijing: Tsinghua University Press, 2012. (in Chinese))
|
[33]SAGARESAN N. Modeling fracture of concrete with a simplified meshless discrete crack method[J].KSCE Journal of Civil Engineering,2012,16(3): 417-425.
|
[34]MEGURO K, HAKUNO M. Fracture analyses of concrete structures by the modified distinct element method[J].Structural Engineering/Earthquake Engineering,1989,6(2): 283-294.
|
[35]PEARCE C J, THAVALINGAM A, LIAO Z, et al. Computational aspects of the discontinuous deformation analysis framework for modelling concrete fracture[J].Engineering Fracture Mechanics,2000,65(2/3): 283-298.
|
[36]YANG S K, CAO M S, REN X H, et al. 3D crack propagation by the numerical manifold method[J].Computers & Structures,2018,194: 116-129.
|
[37]王家林, 张俊波, 何琳, 等. 一类指定应力问题的变分原理与应用[J]. 应用数学和力学, 2021,42(4): 331-341.(WANG Jialin, ZHANG Junbo, HE Lin, et al. A variational principle and applications for a class of specified stress problems[J].Applied Mathematics and Mechanics,2021,42(4): 331-341.(in Chinese))
|
[38]江见鲸, 陆新征, 叶列平. 混凝土结构有限元分析[M]. 北京: 清华大学出版社, 2005: 217-218.(JIANG Jianjing, LU Xinzheng, YE Lieping.Finite Element Analysis of Concrete Structures[M]. Beijing: Tsinghua University Press, 2005: 217-218. (in Chinese))
|
[39]周元德, 张楚汉, 金峰. 混凝土开裂的三维非线性数值模拟[J]. 清华大学学报(自然科学版), 2003,43(11): 1542-1545.(ZHOU Yuande, ZHANG Chuhan, JIN Feng. Three-dimensional nonlinear numerical model for concrete fracture analysis[J].Journal of Tsinghua University (Science and Technology), 2003,43(11): 1542-1545.(in Chinese))
|