土与结构界面接触问题研究进展评述
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摘要
针对土与结构相互作用研究中的土-结构界面接触问题,本文从界面接触力学特性及界面接触模拟两个方面的研究展开评述。分析了接触面(带)的力学特性和变形分布规律方面的试验方法和取得的成果,讨论了现有试验方法的不足;随后,对土-结构界面接触行为的两类模拟方法-接触面单元方法和接触力学方法进行了讨论;最后提出了今后工作的重点。
In the fields of civil engineering and earthquake engineering,soil and structure dynamic interaction is a research hotspot.It is very important to properly simulate the mechanical performance of soil-structure interface in the numerical analyses of soil and structure dynamic interaction.In this paper,some conclusions are drawn by analyzing the research status in this field.First,technical devices need to be developed and test technologies be improved so that the real mechanical state of Soil-Structure contact could be perfectly revealed. And then,the study on mechanical performances and failure mechanism could be deepened with the help of newly developed test technologies and new test results of Soil-Structure interfaces,in which emphasis should be laid on the rate-dependent mechanical characteristics.Finally,improvement of numerical simulation methods highlighted by the achievements mentioned above is now desirable and feasible.To sum up,all the three steps together form one of the future trends in the research of Soil-Structure dynamic contact.
In the fields of civil engineering and earthquake engineering,soil and structure dynamic interaction is a research hotspot.It is very important to properly simulate the mechanical performance of soil-structure interface in the numerical analyses of soil and structure dynamic interaction.In this paper,some conclusions are drawn by analyzing the research status in this field.First,technical devices need to be developed and test technologies be improved so that the real mechanical state of Soil-Structure contact could be perfectly revealed. And then,the study on mechanical performances and failure mechanism could be deepened with the help of newly developed test technologies and new test results of Soil-Structure interfaces,in which emphasis should be laid on the rate-dependent mechanical characteristics.Finally,improvement of numerical simulation methods highlighted by the achievements mentioned above is now desirable and feasible.To sum up,all the three steps together form one of the future trends in the research of Soil-Structure dynamic contact.
引文
1俞培基,秦蔚琴.粗糙接触面上土的动剪模量.水利学报,1992,23(11):37-42
2俞培基,秦蔚琴.在共振柱仪上研究接触面的动力变形特性.水利学报,1995,26(1):81-85
3殷宗泽,朱泓,许国华.土与结构材料接触面的变形及其数学模拟.岩土工程学报,1994,16(3):14-22
4 Yin Z Z,Zhu H,Xu G H.A Study of deformation in the interface between soil and concrete.Computers and Geotechnics,1995,17:75--92
5高俊合,于海学,赵维炳.土与混凝土接触面特性的大型单剪试验研究及数值模拟.土木工程学报,2000, 33(4):42-46
6张嘎,张建民.大型土与结构接触面循环加载剪切仪的研制及应用.岩土工程学报,2003,25(2):149-153
7吴军帅,姜朴.土与混凝土接触面的动力剪切特性.岩土工程学报,1992,14(2):61-66
8胡黎明,濮家骝.土与结构物接触面物理力学特性试验研究.岩土工程学报,2001,23(4):431-435
9 Hu L M,Pu J L.Testing and modeling of soil-structure interface.Journal of Geotechnical and Geoenvironmental Engineering,2004,130(8):851-860
10张嘎,张建民.粗粒土与结构接触面单调力学特性的试验研究.岩土工程学报,2004,26(1):21-25
11史春乐,夏辉明.粉煤灰桩—土接触面特性的试验研究.西部探矿工程,2002,7(1):23-25
12许宏发,吴华杰,郭少平等.桩土接触面单元参数分析.探矿工程,2002,5:10-12
13吴梦喜,楼志刚.钙质砂与钢板接触面力学特性试验研究.岩土力学,2003,24(3):369-371
14卢廷浩,王伟,王晓妮.土与结构接触界面改进直剪试验研究.沈阳建筑大学学报(自然科学版),2006,22(1): 82-85,99
15胡黎明,马杰,张丙印等.粗粒料与结构物接触面力学特性缩尺效应.清华大学学报(自然科学版),2007, 47(3):327-330
16 Potyondyj G.Skin friction between various soils and construction materials.Geotechnique,1961,11(4):339-353
17 Clough G W,Duncan J M.Finite element analyses of retaining wall behavior.Journal of Soil Mechanic and Foundation Division,ASCE,1971,97(12):1657--1673
18 Yoshini Y,Kishida T.A ring torsion apparatus for evaluating friction between soils and metal surfaces.Geotech Test J,1981,4(4):145-152
19 Desai C S,Drumm E C,Zaman M M.Cyclic testing and modeling of interfaces.J Geotech Eng,1985,111(6): 793-815
20 Franklin J A.A direct shear machine for testing rock joints.Geotech Test J,1985,8(1):25--29
21 Paikowsky S G,Player C M,Connors P I.A dual interface apparatus for testing unrestricted friction of soil along solid surfaces.Geotech Test J,1985,18(2):168-193
22 Fakharian K,Evgin E.An automated apparatus for three dimensional monotonic and cyclic testing of interfaces. Geotech Test J,1999,19(1):22-31
23 Fakharian K,Evgin E.Elasto-plastic modeling of stress path development behaviours of interfaces.Int J Numer Analyt Meth Geomech,2000,24(2):183-199
24 Shahrour I,Rezaie F.An Elastoplastic Constitutive Relation for the Soil-Structure Interface Under Cyclic Loading. Computers and Geotechnics,1997,21(1):21-39
25 Gennaro V De,Frank R.Elasto-plastic analysis of the interface behaviour between granular media and structure. Computers and Geotechnics,2002,29:547-572
26 Rao G A,Raghu Prasad B K.Influence of the roughness of aggregate surface on the interface bond strength.Cement and Concrete Research,2002,32:253-257
27 Viggo T.Influence of plasticity on interface toughness in a layered solid with residual stresses.International Journal of Solids and Structures,2003,40:5769-5779
28 Tuncer B,Edil M G I,Peter J B,et al.Soil-structure interface shear transfer behavior.Geomechanics,ASCE, 2005,528-543
29 Chandra S D,Shashank K P,David C.Cyclic testing and constitutive modeling of saturated sand-concrete interfaces using the disturbed state concept.International Journal of Geomechanics,2005,5(4):286-294
30 Noriyuki Y,Hidetoshi O.Sand-steel interface friction related to soil crushability.Geomechanics,2003,627-641
31 Goodman R F,Taylor R L,Brekke T L.A model for the mechanics of jointed rock.Journal of Soil Mechanics and Foundation Engineering,ASCE,1968,94(3):637-660
32 Desai C S,Zaman M M.Thin layer element for interfaces and joints.International Journal for Numerical and Analytical Methods in Geomechanics,1984,8(1):19-43
33赵振东,蔡永恩.模拟基础与地基接触面的弹塑性薄层连接元法.地震工程与工程振动,1990,10(3): 97-107
34邵炜,金峰,王光纶.用于接触面模拟的非线性薄层单元.清华大学学报(自然科学版),1999,39(2):34-38
35金峰,邵炜,张立翔等.模拟软弱夹层动力特性的薄层单元及其工程应用.工程力学,2002,19(2):36-40
36 Britto A M,Gunn M J.CRISP90,User's and Programmer's Guide,Vol.1.Cambridge University,1990
37 Ng P C F,Pyrah I C,Anderson W F.Assessment of three interface elements and modification of the interface element in CRISP90.Computers and Geetechnics,1997, 21(4):315-339
38 Badie S S,Salmon D C.A quadratic order elastic foundation finite element.Computers & Structures,1996,58(3): 435-443
39 Badie S S,Salmon D C,Beshara A W.Analysis of shear wall structures on elastic foundations.Computers & Structures,1997,65(2):213-224
40 Badie S S,Salmon D C.Three-Noded curved isoparametric soil interface element.Computers & Structures,1997, 65(2):205-212
41 Coutinho A L G A,Martins M A D,Sydenstricker R M, et al.Simple zero thickness konematically consistent interface elements.Computers and Geotechnics,2003,30: 347-374
42 Clough G W,Duncan J M.Finite element analysis of retaining wall behavior.Journ Soil Mech & Found Div ASCE,1971,97SM12):1657-1674
43张冬霁,卢廷浩.一种土与结构接触面模型的建立及其应用.岩土工程学报,1998,20(6):62-66
44卢廷浩,鲍伏波.接触面薄层单元耦合本构模型.水利学报,2000,30(2):71-75
45杜成斌,任青文.用于接触面模拟的三维非线性接触单元.东南大学学报(自然科学版),2001,31(4):92-96
46武亚军,栾茂田,杨敏.土与结构间一种新的接触单元模型.同济大学学报(自然科学版),2003,33(4): 432-435
47武亚军,栾茂田,杨敏.土与结构间一种新接触单元的数值解.同济大学学报(自然科学版),2003,33(5): 600-614
48栾茂田,武亚军.土与结构间接触面的非线性弹性-理想塑性模型及其应用.岩土力学,2004,25(4):507-513
49孙吉主,王勇.钙质砂与结构接触面的本构模型研究.力学季刊,2006,27(3):476-480
50孙吉主,施戈亮.循环载荷作用下接触面的边界面模型研究.岩土力学,2007,28(2):311-314
51 Jes■s E G,George M F,Robert M E.Extended hyperbolic model for sand-to-concrete interfaces.Journal of Geotech nical and Geoenvironmental Engineering,2003,129(11): 993-1000
52 Desai C S,Ma Y.Modeling of joints and interfaces using the disturbed state concept.Int J Numer Analyt Meth Geomech,1992,16(9):623--653
53 Shashank K P,Chandra S D F.DSC model for soil and interface including liquefaction and prediction of centrifuge test.Journal of Geotechnical and Geoenvironmental Enginesring, 2006,132(2):214-222
54胡黎明,濮家骝.土与结构物接触面损伤本构模型.岩土力学,2001,23(1):6-11
55胡黎明,濮家骝.损伤模型接触面单元在有限元计算分析中的应用.土木工程学报,2002,35(3):73-76,86
56 Hu L M,Pu J L.Application of damage model for soilstructure interface.Computers and Geotechnics,2003,30: 165-183
57雷晓燕,Swoboda G,杜庆华.接触摩擦单元的理论及其应用.岩土工程学报,1994,16(3):23-32
58雷晓燕.大位移接触摩擦单元在工程设计中的应用.华东交通大学学报,1994,11(1):1-10
59雷晓燕.不同材料交界面上接触应力的有限元分析.应用力学学报,1995,12(3):116-120
60 Lei X Y.Contact friction analysis with a simple interface element.Comput Methods Appl Engrg,2001,190: 1955-1965
61 Musharraf Z,Arumugam A.Contact-element model for dynamic analysis of jointed concrete pavements.Journal of Transportation Engineering,1995,121(5):425-433
62 Ju S H,Rowlands R E.A three-dimensional frictional contact element whose stiffness matrix is symmetric.Journal of Applied Mechanics,1999,66:460-467
63 Cora E M,Rau'l G.Laying modeling of submarine pipelines using contact elements into a corotational formulation. Journal of Offshore Mechanics and Arctic Engineering, 2003,125:145-152
64李振明.子结构界面法求解岩土工程的接触问题.岩土工程技术,1997,2:29-32
65刘晓春,李同春.拱坝坝体与基础接触面应力求解的新方法.水电站设计,1995,11(1):15-21
66施景勋,叶国琛.匀质地基中桩土间力传递的边界元模拟.岩土工程学报,1994,16(6):64-72
67蒲军平,姚振汉.应用边界元法解决接触界面附近带有空洞的2维移动接触问题.清华大学学报(自然科学版),2001,41(2):88-91
68 Feng Y D,Wang Y S,Zhang Z M.Time domain BEM analysis of dynamic response of a cylinder embedded in soil with frictional slip at the interface.Soil Dynamics and Earthquake Engineering,2003,23:303-311
69 Gun H.Boundary element analysis of 3-D elasto-plastic contact problems with friction.Computers and Structures, 2004,82:555-566
70 LEE S S.Boundary element analysis of the stress singularity at the interface corner of viscoelastic adhesive layers. Int J Solids Structures,1998,35(13):1385-1394
71 Kikuo K,Hirotsugu I,Toshikazu S.Boundary element analysis of thermoelastic contact problems.Engineering Analysis with Boundary Elements,1995,15:329--337
72刘海笑,周锡礽.结构地震反应分析中接触面问题的处理.天津大学学报,2000,33(1):41-43
73周小文,龚壁卫,丁红顺等.砾石垫层-混凝土接触面力学特性单剪试验研究.岩土工程学报,2005,27(8): 876-880
74 Zachary J,Westgate,Jason T,et al.Evolution of sandstructure interface response during monotonic shear using particle image velocimetry.Geo Congress,20060226-0301 Atlanta,GA(US),2006,1-6
2俞培基,秦蔚琴.在共振柱仪上研究接触面的动力变形特性.水利学报,1995,26(1):81-85
3殷宗泽,朱泓,许国华.土与结构材料接触面的变形及其数学模拟.岩土工程学报,1994,16(3):14-22
4 Yin Z Z,Zhu H,Xu G H.A Study of deformation in the interface between soil and concrete.Computers and Geotechnics,1995,17:75--92
5高俊合,于海学,赵维炳.土与混凝土接触面特性的大型单剪试验研究及数值模拟.土木工程学报,2000, 33(4):42-46
6张嘎,张建民.大型土与结构接触面循环加载剪切仪的研制及应用.岩土工程学报,2003,25(2):149-153
7吴军帅,姜朴.土与混凝土接触面的动力剪切特性.岩土工程学报,1992,14(2):61-66
8胡黎明,濮家骝.土与结构物接触面物理力学特性试验研究.岩土工程学报,2001,23(4):431-435
9 Hu L M,Pu J L.Testing and modeling of soil-structure interface.Journal of Geotechnical and Geoenvironmental Engineering,2004,130(8):851-860
10张嘎,张建民.粗粒土与结构接触面单调力学特性的试验研究.岩土工程学报,2004,26(1):21-25
11史春乐,夏辉明.粉煤灰桩—土接触面特性的试验研究.西部探矿工程,2002,7(1):23-25
12许宏发,吴华杰,郭少平等.桩土接触面单元参数分析.探矿工程,2002,5:10-12
13吴梦喜,楼志刚.钙质砂与钢板接触面力学特性试验研究.岩土力学,2003,24(3):369-371
14卢廷浩,王伟,王晓妮.土与结构接触界面改进直剪试验研究.沈阳建筑大学学报(自然科学版),2006,22(1): 82-85,99
15胡黎明,马杰,张丙印等.粗粒料与结构物接触面力学特性缩尺效应.清华大学学报(自然科学版),2007, 47(3):327-330
16 Potyondyj G.Skin friction between various soils and construction materials.Geotechnique,1961,11(4):339-353
17 Clough G W,Duncan J M.Finite element analyses of retaining wall behavior.Journal of Soil Mechanic and Foundation Division,ASCE,1971,97(12):1657--1673
18 Yoshini Y,Kishida T.A ring torsion apparatus for evaluating friction between soils and metal surfaces.Geotech Test J,1981,4(4):145-152
19 Desai C S,Drumm E C,Zaman M M.Cyclic testing and modeling of interfaces.J Geotech Eng,1985,111(6): 793-815
20 Franklin J A.A direct shear machine for testing rock joints.Geotech Test J,1985,8(1):25--29
21 Paikowsky S G,Player C M,Connors P I.A dual interface apparatus for testing unrestricted friction of soil along solid surfaces.Geotech Test J,1985,18(2):168-193
22 Fakharian K,Evgin E.An automated apparatus for three dimensional monotonic and cyclic testing of interfaces. Geotech Test J,1999,19(1):22-31
23 Fakharian K,Evgin E.Elasto-plastic modeling of stress path development behaviours of interfaces.Int J Numer Analyt Meth Geomech,2000,24(2):183-199
24 Shahrour I,Rezaie F.An Elastoplastic Constitutive Relation for the Soil-Structure Interface Under Cyclic Loading. Computers and Geotechnics,1997,21(1):21-39
25 Gennaro V De,Frank R.Elasto-plastic analysis of the interface behaviour between granular media and structure. Computers and Geotechnics,2002,29:547-572
26 Rao G A,Raghu Prasad B K.Influence of the roughness of aggregate surface on the interface bond strength.Cement and Concrete Research,2002,32:253-257
27 Viggo T.Influence of plasticity on interface toughness in a layered solid with residual stresses.International Journal of Solids and Structures,2003,40:5769-5779
28 Tuncer B,Edil M G I,Peter J B,et al.Soil-structure interface shear transfer behavior.Geomechanics,ASCE, 2005,528-543
29 Chandra S D,Shashank K P,David C.Cyclic testing and constitutive modeling of saturated sand-concrete interfaces using the disturbed state concept.International Journal of Geomechanics,2005,5(4):286-294
30 Noriyuki Y,Hidetoshi O.Sand-steel interface friction related to soil crushability.Geomechanics,2003,627-641
31 Goodman R F,Taylor R L,Brekke T L.A model for the mechanics of jointed rock.Journal of Soil Mechanics and Foundation Engineering,ASCE,1968,94(3):637-660
32 Desai C S,Zaman M M.Thin layer element for interfaces and joints.International Journal for Numerical and Analytical Methods in Geomechanics,1984,8(1):19-43
33赵振东,蔡永恩.模拟基础与地基接触面的弹塑性薄层连接元法.地震工程与工程振动,1990,10(3): 97-107
34邵炜,金峰,王光纶.用于接触面模拟的非线性薄层单元.清华大学学报(自然科学版),1999,39(2):34-38
35金峰,邵炜,张立翔等.模拟软弱夹层动力特性的薄层单元及其工程应用.工程力学,2002,19(2):36-40
36 Britto A M,Gunn M J.CRISP90,User's and Programmer's Guide,Vol.1.Cambridge University,1990
37 Ng P C F,Pyrah I C,Anderson W F.Assessment of three interface elements and modification of the interface element in CRISP90.Computers and Geetechnics,1997, 21(4):315-339
38 Badie S S,Salmon D C.A quadratic order elastic foundation finite element.Computers & Structures,1996,58(3): 435-443
39 Badie S S,Salmon D C,Beshara A W.Analysis of shear wall structures on elastic foundations.Computers & Structures,1997,65(2):213-224
40 Badie S S,Salmon D C.Three-Noded curved isoparametric soil interface element.Computers & Structures,1997, 65(2):205-212
41 Coutinho A L G A,Martins M A D,Sydenstricker R M, et al.Simple zero thickness konematically consistent interface elements.Computers and Geotechnics,2003,30: 347-374
42 Clough G W,Duncan J M.Finite element analysis of retaining wall behavior.Journ Soil Mech & Found Div ASCE,1971,97SM12):1657-1674
43张冬霁,卢廷浩.一种土与结构接触面模型的建立及其应用.岩土工程学报,1998,20(6):62-66
44卢廷浩,鲍伏波.接触面薄层单元耦合本构模型.水利学报,2000,30(2):71-75
45杜成斌,任青文.用于接触面模拟的三维非线性接触单元.东南大学学报(自然科学版),2001,31(4):92-96
46武亚军,栾茂田,杨敏.土与结构间一种新的接触单元模型.同济大学学报(自然科学版),2003,33(4): 432-435
47武亚军,栾茂田,杨敏.土与结构间一种新接触单元的数值解.同济大学学报(自然科学版),2003,33(5): 600-614
48栾茂田,武亚军.土与结构间接触面的非线性弹性-理想塑性模型及其应用.岩土力学,2004,25(4):507-513
49孙吉主,王勇.钙质砂与结构接触面的本构模型研究.力学季刊,2006,27(3):476-480
50孙吉主,施戈亮.循环载荷作用下接触面的边界面模型研究.岩土力学,2007,28(2):311-314
51 Jes■s E G,George M F,Robert M E.Extended hyperbolic model for sand-to-concrete interfaces.Journal of Geotech nical and Geoenvironmental Engineering,2003,129(11): 993-1000
52 Desai C S,Ma Y.Modeling of joints and interfaces using the disturbed state concept.Int J Numer Analyt Meth Geomech,1992,16(9):623--653
53 Shashank K P,Chandra S D F.DSC model for soil and interface including liquefaction and prediction of centrifuge test.Journal of Geotechnical and Geoenvironmental Enginesring, 2006,132(2):214-222
54胡黎明,濮家骝.土与结构物接触面损伤本构模型.岩土力学,2001,23(1):6-11
55胡黎明,濮家骝.损伤模型接触面单元在有限元计算分析中的应用.土木工程学报,2002,35(3):73-76,86
56 Hu L M,Pu J L.Application of damage model for soilstructure interface.Computers and Geotechnics,2003,30: 165-183
57雷晓燕,Swoboda G,杜庆华.接触摩擦单元的理论及其应用.岩土工程学报,1994,16(3):23-32
58雷晓燕.大位移接触摩擦单元在工程设计中的应用.华东交通大学学报,1994,11(1):1-10
59雷晓燕.不同材料交界面上接触应力的有限元分析.应用力学学报,1995,12(3):116-120
60 Lei X Y.Contact friction analysis with a simple interface element.Comput Methods Appl Engrg,2001,190: 1955-1965
61 Musharraf Z,Arumugam A.Contact-element model for dynamic analysis of jointed concrete pavements.Journal of Transportation Engineering,1995,121(5):425-433
62 Ju S H,Rowlands R E.A three-dimensional frictional contact element whose stiffness matrix is symmetric.Journal of Applied Mechanics,1999,66:460-467
63 Cora E M,Rau'l G.Laying modeling of submarine pipelines using contact elements into a corotational formulation. Journal of Offshore Mechanics and Arctic Engineering, 2003,125:145-152
64李振明.子结构界面法求解岩土工程的接触问题.岩土工程技术,1997,2:29-32
65刘晓春,李同春.拱坝坝体与基础接触面应力求解的新方法.水电站设计,1995,11(1):15-21
66施景勋,叶国琛.匀质地基中桩土间力传递的边界元模拟.岩土工程学报,1994,16(6):64-72
67蒲军平,姚振汉.应用边界元法解决接触界面附近带有空洞的2维移动接触问题.清华大学学报(自然科学版),2001,41(2):88-91
68 Feng Y D,Wang Y S,Zhang Z M.Time domain BEM analysis of dynamic response of a cylinder embedded in soil with frictional slip at the interface.Soil Dynamics and Earthquake Engineering,2003,23:303-311
69 Gun H.Boundary element analysis of 3-D elasto-plastic contact problems with friction.Computers and Structures, 2004,82:555-566
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