混凝土宏细观本构模型研究进展
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摘要
对国内外宏细观本构模型的研究进展进行了总结,从而比较了混凝土宏观和细观研究的优缺点,表明了混凝土多尺度分析方法的重要性。建立了宏细观多尺度建模和分析方法,该方法能够模拟混凝土宏观非线性特征和细观损伤破坏的全过程,形象地解释了混凝土损伤破坏的本质。
The research progress of the macro and micro mechanics constitutive models is summarized at home and abroad,and then the inadequacies of the presented study are summarized,which indicates the importance of the multi-scale analysis method.The macro and micro multi-scale modeling and analysis method is established.This method can simulate the whole process of nonlinear macro-mechanical behavior and micro-damage of concrete,vividly explaining the micro-damage essence of mechanical behavior of concrete.
The research progress of the macro and micro mechanics constitutive models is summarized at home and abroad,and then the inadequacies of the presented study are summarized,which indicates the importance of the multi-scale analysis method.The macro and micro multi-scale modeling and analysis method is established.This method can simulate the whole process of nonlinear macro-mechanical behavior and micro-damage of concrete,vividly explaining the micro-damage essence of mechanical behavior of concrete.
引文
[1]陈明祥.弹塑性力学[M].北京:科学出版社,2007.
[2](美)陈惠发,(美)A.F.萨里普.弹性与塑性力学[M].余天庆,等译.北京:中国建筑工业出版社,2004.
[3]江见鲸,陆新征.混凝土结构有限元分析[M].北京:清华大学出版社,2013.
[4](美)陈惠发.土木工程材料的本构方程(第2卷)塑性与建模[M].武汉:华中理工大学出版社,2001.
[5]KACHANOV L M.Rupture time under creep conditions[J].International Journal of Fracture,1999,97(1-4):11-18.
[6]MAZARS J,PIJAUDIER-CABOT G.Continuum damage theory-application to concrete[J].Journal of Engineering Mechanics,1989,115(2):345-365.
[7]LUBLINER J,OLIVER J,OLLER S,et al.A plastic-damage model for concrete[J].International Journal of Solids&Structures,1989,25(3):299-326.
[8]刘军.混凝土损伤本构模型研究及其数值实现[D].大连:大连理工大学,2012.
[9]BAZANT Z P,KIM S S.Plastic-fracturing theory for concrete[J].Journal of the Engineering Mechanics Division,1979(105):407-428.
[10]LEE J,FENVES G L.Plastic-damage model for cyclic loading of concrete structures[J].Journal of Engineering Mechanics,1998,124(8):892-900.
[11]MILLER A K.Unified constitutive equations for creep and plasticity[M].World Publishing Corp,1989.
[12]VALANIS K C.A theory of viscoplasticity without a yield surface.Part 1.general theory[J].A Theory of Viscoplasticity Without A Yield Surface.part.general Theory,1970.
[13]KAPLAN M F.Crack propagation and the fracture of concrete[J].1961.
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[16]梁炯丰,严兰兰,胡鹏,等.BP神经网络在再生混凝土强度预测中的应用[J].混凝土,2017(6):9-12.
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[18]阮征,陈力,洪建,等.骨料和砂浆等影响混凝土强度的细观层次机理分析[J].建筑材料学报,2014,17(6):952-958.
[19]周建华,吴科如.粗集料与硬化水泥浆体界面结合对混凝土力学性能的影响[C]//中国硅酸盐学会水泥与混凝土制品学术研讨会,1988.
[20]唐欣薇.基于宏细观力学的混凝土破损行为研究[D].北京:清华大学,2009.
[21]张楚汉,唐欣薇,周元德,等.混凝土细观力学研究进展综述[J].水力发电学报,2015,34(12):1-18.
[22]HERRMANN H J,HANSEN A,ROUX S.Fracture of disorder,elastic lattices in two dimensions[J].Phys.Rev.B.,1989(39):637-648.
[23]VAN MIER J G M.Fracture processes of concrete-assessment of material parameters for fracture models[M].CRC Press,1997
[24]杨强,程勇刚,张浩.基于格构模型的岩石类材料开裂的数值模拟[J].工程力学,2003,20(1):117-120
[25]WALRAVEN J C,REINHARDT H W.Theory and experiments on the mechanical behavior of cracks in plain and reinforced concrete subjected to shear loading[J].HERON,1991,26(1A):26-35
[26]刘光廷,高政国.三维凸型混凝土骨料随机投放算法[J].清华大学学报(自然科学版),2003,43(8):1120-1123.
[27]王宗敏.混凝土应变软化与局部化的数值模拟[J].应用基础与工程科学学报,2000,8(2):187-194.
[28]唐欣薇,张楚汉.基于改进随机骨料模型的混凝土细观断裂模拟[J].清华大学学报:自然科学版,2008,48(3):348-351.
[29]朱万成,唐春安,等.混凝土试样在静态载荷作用下断裂过程的数值模拟研究[J].工程力学,2002,
[30]BAZANT Z P,OH B H.Microplane model for fracture analysis of concrete structures[J].Microplane Model for Fracture Analysis of Concrete Structures,1983.
[31]张楚汉,唐欣薇,周元德,等.混凝土细观力学研究进展综述[J].水力发电学报,2015,34(12):1-18.
[32]马怀发,陈厚群,黎保琨.混凝土细观力学研究进展及评述[J].中国水利水电科学研究院学报,2004,2(2):124-130.
[33]单智,方联民,高晶.混凝土力学性能及其细观力学机理研究综述[J].混凝土,2015(7):11-17.
[34]陈磊.复合材料结构宏-细观强度破坏分析[D].南京:南京航空航天大学,2006.
[35]唐占文.考虑界面相的复合材料宏-细观渐进损伤解析模型研究[D].哈尔滨:哈尔滨工业大学,2013.
[36]SUN Z,GARBOCZI E J,SHAH S P.Modeling the elastic properties of concrete composites:experiment,differential effective medium theory,and numerical simulation[J].Cement and Concrete Composites,2007(29):22-38.
[37]NGUYEN V P,STROEVEN M,SLUYS L J.Multiscale failure modeling of concrete:micromechanical modeling,discontinuous homogenization and parallel computations[J].Computer Methods in Applied Mechanics and Engineering,2012(201-204):139-156.
[38]张博明,赵琳.基于单胞解析模型的复合材料层合板渐进损伤数值分析[J].工程力学,2012,29(4):36-42.
[39]赵琳,张博明.基于单胞解析模型的单向复合材料强度预报方法[J].复合材料学报,2010,27(5):86-92.
[2](美)陈惠发,(美)A.F.萨里普.弹性与塑性力学[M].余天庆,等译.北京:中国建筑工业出版社,2004.
[3]江见鲸,陆新征.混凝土结构有限元分析[M].北京:清华大学出版社,2013.
[4](美)陈惠发.土木工程材料的本构方程(第2卷)塑性与建模[M].武汉:华中理工大学出版社,2001.
[5]KACHANOV L M.Rupture time under creep conditions[J].International Journal of Fracture,1999,97(1-4):11-18.
[6]MAZARS J,PIJAUDIER-CABOT G.Continuum damage theory-application to concrete[J].Journal of Engineering Mechanics,1989,115(2):345-365.
[7]LUBLINER J,OLIVER J,OLLER S,et al.A plastic-damage model for concrete[J].International Journal of Solids&Structures,1989,25(3):299-326.
[8]刘军.混凝土损伤本构模型研究及其数值实现[D].大连:大连理工大学,2012.
[9]BAZANT Z P,KIM S S.Plastic-fracturing theory for concrete[J].Journal of the Engineering Mechanics Division,1979(105):407-428.
[10]LEE J,FENVES G L.Plastic-damage model for cyclic loading of concrete structures[J].Journal of Engineering Mechanics,1998,124(8):892-900.
[11]MILLER A K.Unified constitutive equations for creep and plasticity[M].World Publishing Corp,1989.
[12]VALANIS K C.A theory of viscoplasticity without a yield surface.Part 1.general theory[J].A Theory of Viscoplasticity Without A Yield Surface.part.general Theory,1970.
[13]KAPLAN M F.Crack propagation and the fracture of concrete[J].1961.
[14]逯静洲,林皋.人工神经网络技术在混凝土本构模型中的应用[J].土木工程学报,2003,36(4):38-42.
[15]胡家梁.基于人工神经网络的双箍筋约束混凝土柱极限承载力影响参数分析[D].长春:吉林建筑大学,2017.
[16]梁炯丰,严兰兰,胡鹏,等.BP神经网络在再生混凝土强度预测中的应用[J].混凝土,2017(6):9-12.
[17]CAI M,KAISER P K,SUORINENI F,et al.A study on the dynamic behavior of the meuse/haute-marne argillite[J].Physics and Chemistry of the Earth,Parts A/B/C,2007,32(8):907-916.
[18]阮征,陈力,洪建,等.骨料和砂浆等影响混凝土强度的细观层次机理分析[J].建筑材料学报,2014,17(6):952-958.
[19]周建华,吴科如.粗集料与硬化水泥浆体界面结合对混凝土力学性能的影响[C]//中国硅酸盐学会水泥与混凝土制品学术研讨会,1988.
[20]唐欣薇.基于宏细观力学的混凝土破损行为研究[D].北京:清华大学,2009.
[21]张楚汉,唐欣薇,周元德,等.混凝土细观力学研究进展综述[J].水力发电学报,2015,34(12):1-18.
[22]HERRMANN H J,HANSEN A,ROUX S.Fracture of disorder,elastic lattices in two dimensions[J].Phys.Rev.B.,1989(39):637-648.
[23]VAN MIER J G M.Fracture processes of concrete-assessment of material parameters for fracture models[M].CRC Press,1997
[24]杨强,程勇刚,张浩.基于格构模型的岩石类材料开裂的数值模拟[J].工程力学,2003,20(1):117-120
[25]WALRAVEN J C,REINHARDT H W.Theory and experiments on the mechanical behavior of cracks in plain and reinforced concrete subjected to shear loading[J].HERON,1991,26(1A):26-35
[26]刘光廷,高政国.三维凸型混凝土骨料随机投放算法[J].清华大学学报(自然科学版),2003,43(8):1120-1123.
[27]王宗敏.混凝土应变软化与局部化的数值模拟[J].应用基础与工程科学学报,2000,8(2):187-194.
[28]唐欣薇,张楚汉.基于改进随机骨料模型的混凝土细观断裂模拟[J].清华大学学报:自然科学版,2008,48(3):348-351.
[29]朱万成,唐春安,等.混凝土试样在静态载荷作用下断裂过程的数值模拟研究[J].工程力学,2002,
[30]BAZANT Z P,OH B H.Microplane model for fracture analysis of concrete structures[J].Microplane Model for Fracture Analysis of Concrete Structures,1983.
[31]张楚汉,唐欣薇,周元德,等.混凝土细观力学研究进展综述[J].水力发电学报,2015,34(12):1-18.
[32]马怀发,陈厚群,黎保琨.混凝土细观力学研究进展及评述[J].中国水利水电科学研究院学报,2004,2(2):124-130.
[33]单智,方联民,高晶.混凝土力学性能及其细观力学机理研究综述[J].混凝土,2015(7):11-17.
[34]陈磊.复合材料结构宏-细观强度破坏分析[D].南京:南京航空航天大学,2006.
[35]唐占文.考虑界面相的复合材料宏-细观渐进损伤解析模型研究[D].哈尔滨:哈尔滨工业大学,2013.
[36]SUN Z,GARBOCZI E J,SHAH S P.Modeling the elastic properties of concrete composites:experiment,differential effective medium theory,and numerical simulation[J].Cement and Concrete Composites,2007(29):22-38.
[37]NGUYEN V P,STROEVEN M,SLUYS L J.Multiscale failure modeling of concrete:micromechanical modeling,discontinuous homogenization and parallel computations[J].Computer Methods in Applied Mechanics and Engineering,2012(201-204):139-156.
[38]张博明,赵琳.基于单胞解析模型的复合材料层合板渐进损伤数值分析[J].工程力学,2012,29(4):36-42.
[39]赵琳,张博明.基于单胞解析模型的单向复合材料强度预报方法[J].复合材料学报,2010,27(5):86-92.
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