高阻尼橡胶支座力学性能研究综述

引用文献:

葛庆子 杨毅坚 戴靠山 熊峰 吴体 张世明. 高阻尼橡胶支座力学性能研究综述[J]. 建筑结构,2022,48(12):70-79,85.

GE Qingzi YANG Yijian DAI Kaoshan XIONG Feng WU Ti ZHANG Shiming. Review of mechanical properties for high damping rubber bearing[J]. Building Structure,2022,48(12):70-79,85.

作者:葛庆子 杨毅坚 戴靠山 熊峰 吴体 张世明
单位:四川省建筑科学研究院有限公司 四川大学土木工程系 同济大学土木工程学院 四川省振控科技有限公司
摘要:高阻尼橡胶支座因其独有的阻尼特性和环保优势受到日益广泛的关注和研究,国外研究机构关于高阻尼橡胶支座已有较为完善的研究成果。为推动高阻尼橡胶支座在我国的研究和应用,亟需系统梳理和思考现有研究成果。首先梳理了国内外高阻尼橡胶支座基本力学性能的研究脉络和情况,而后重点对高阻尼橡胶支座力学模型的相关研究进行了总结,讨论了现有速度无关性模型和速度相关型模型的优势与不足;总结了竖向压力相关性、剪切应变相关性和温度相关性对高阻尼橡胶支座力学性能的影响。最后简述了高阻尼橡胶支座稳定性的研究现状。给出了高阻尼橡胶支座在复杂受力性能、极限荷载作用稳定、反复荷载作用疲劳等方向的相关研究建议。
关键词:隔震;高阻尼橡胶支座;力学性能;速度相关性;稳定性
作者简介:葛庆子,博士,高级工程师,主要从事工程结构抗震、隔震减震等方面的研究工作,Email:geqingzi@hotmail.com。戴靠山,博士,教授,博士生导师,主要从事工程结构抗震抗风、隔震减震和振动控制等方面的研究工作,Email:kdai@scu.edu.cn。
基金:国家自然科学基金(51878426);四川省建筑科学研究院有限公司博士后专项基金(PD-03);科技部高端外国专家引智计划(G20200023007)。
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参考文献[1] KELLY J M.Earthquake-resistant design with rubber[M].London:Springer,1997.
[2] 薛彦涛.建筑结构隔震技术现状与应用[J].建筑结构,2011,41(11):82-87.
[3] 秋山宏.基于能量平衡的建筑结构抗震设计[M].叶列平,裴星洙,译.北京:清华大学出版社,2010.
[4] 王志恒,商怀帅,魏磊,等.振动控制及减隔震技术的发展与应用[J].建筑结构,2017,47(S1):625-628.
[5] 吴应雄,王兆樑,祁皑,等.叠层橡胶支座与抗风支座组合隔震反应分析[J].振动与冲击,2014,33(5):149-154.
[6] 张永旺.新型高阻尼隔震橡胶支座的研发与性能研究[D].西安:长安大学,2018.
[7] DEZFULI F H,ALAM M S.Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wires[J].Engineering Structures,2014,61:166-183.
[8] 王敏.公路梁桥高阻尼隔震橡胶支座适用性研究[D].西安:长安大学,2017.
[9] 谢文辉.曲线梁桥高阻尼橡胶支座减隔震研究[D].长沙:中南林业科技大学,2017.
[10] ZHANG Y M,LI J W.Effect of material characteristics of high damping rubber bearings on aseismic behaviors of a two-span simply supported beam bridge[J].Advances in Materials Science and Engineering,2020:9231382.
[11] 资道铭,靳建楠,莫曲浪.新型低模量超高阻尼橡胶支座在建筑结构中的应用研究[J].城市与减灾,2016(5):48-55.
[12] CANCELLARA D,DE ANGELIS F.Seismic analysis and comparison of different base isolation systems for a multi-storey RC building with irregularities in plan[C]//Global Conference on Civil,Structural and Environmental Engineering.Yichang,2012.
[13] 刘立军,贾明明.能力谱法在建筑结构抗震性能评定中的应用[J].建筑结构,2011,41(S1):241-244.
[14] 吴应雄,陆剑峰,颜学渊,等.不同缩进比例的大底盘单塔楼结构隔震性能研究[J].振动与冲击,2017,36(23):123-130,143.
[15] SINHA S.The effects of high isolation damping on the performance of base isolated structures[D].Davis:University of California-Davis,2011.
[16] KELLY J M,TSAI H C.Seismic response of light internal equipment in base-isolated structures[J].Earthquake Engineering & Structural Dynamics,1985,13(6):711-732.
[17] TSAI H C,KELLY J M.Seismic response of heavily damped base isolation systems[J].Earthquake Engineering & Structural Dynamics,1993,22(7):633-645.
[18] KELLY J M.Dynamic and failure characteristics of bridgestone isolation bearings[R].Argonne:Earthquake Engineering Research Center Report to Argonne National Laboratory,1991.
[19] KELLY J M.Dynamic failure characteristics of bridgestone isolation bearings[R].Berkele:University of California,1991.
[20] HWANG J S,KU S W.Analytical modeling of high damping rubber bearings[J].Journal of Structural Engineering,1997,123(8):1029-1036.
[21] CLARK P W,AIKEN I D,KELLY J M.Experimental studies of the ultimate behavior of seismically isolated structures[R].Berkeley:University of California,1997.
[22] WARN G P,RYAN K L.A review of seismic isolation for buildings:historical development and research needs[J].Buildings,2012,2(3):300-325.
[23] REGGIO A,DE ANGELIS M.Combined primary-secondary system approach to the design of an equipment isolation system with high-damping rubber bearings[J].Journal of Sound and Vibration,2014,333(9):2386-2403.
[24] ALHAN C,GAZI H,KURTULUS H.Significance of stiffening of high damping rubber bearings on the response of base-isolated buildings under near-fault earthquakes[J].Mechanical Systems and Signal Processing,2016,79:297-313.
[25] MARKOU A A,MANOLIS G D.Numerical solutions for nonlinear high damping rubber bearing isolators:Newmark’s method with Netwon-Raphson iteration revisited[J].Journal of Theoretical and Applied Mechanics,2018,48(1):46-58.
[26] CLEMENTE P,BONGIOVANNI G,BUFFARINI G,et al.Effectiveness of HDRB isolation systems under low energy earthquakes[J].Soil Dynamics and Earthquake Engineering,2019,118:207-220.
[27] 孙冬冬,李吉刚,李静,等.高阻尼橡胶支座阻尼特性研究[J].特种橡胶制品,2013,34(6):57-59.
[28] 王进,张保生,王三孟,等.高阻尼橡胶材料研究进展及其在隔振橡胶支座中的应用[J].特种橡胶制品,2017,38(3):69-72.
[29] 郭大通.高阻尼支座用橡胶材料的制备与性能研究[D].北京:北京化工大学,2017.
[30] 薛素铎,高佳玉,姜春环,等.高阻尼隔震橡胶支座力学性能试验研究[J].建筑结构,2020,50(21):71-75.
[31] 庾光忠,周函宇,宁响亮,等.高阻尼隔震橡胶支座的性能研究与应用[J].特种橡胶制品,2015,36(5):65-68.
[32] 陈彦江,郭凯敏,李勇,等.桥梁高阻尼隔震橡胶支座性能试验研究[J].振动与冲击,2015,34(9):136-140.
[33] 赵录杰,余淼,綦松,等.高阻尼橡胶隔振支座的研究[C]//.第十三届全国流变学学术会议论文集,2016:265.
[34] 王运航,沈传东,包国金,等.基于不同墩高下高阻尼减隔震支座合理适用范围研究[J].公路,2018,63(6):90-95.
[35] 朱昆.高阻尼橡胶支座力学性能及其隔震效果分析研究[D].武汉:华中科技大学,2009.
[36] 董婉婉.高阻尼橡胶支座恢复力模型研究[D].郑州:郑州大学,2016.
[37] 姜春环.高阻尼橡胶支座力学性能及其应用研究[D].北京:北京工业大学,2016.
[38] 王君.基于有限元软件的高阻尼橡胶隔震支座研究[J].山西建筑,2018,44(19):47-48.
[39] VIOLAINE T,TAM N Q,CHRISTOPHE F.Experimental study on high damping rubber under combined action of compression and shear[J].Journal of Engineering Materials and Technology,2015,137(1):011007.
[40] QUAGLINI V,DUBINI P,VAZZANA G.Experimental assessment of high damping rubber under combined compression and shear[J].Journal of Engineering Materials and Technology,2016,138(1):011002.
[41] BURTSCHER S L,DORFMANN A.Compression and shear tests of anisotropic high damping rubber bearings[J].Engineering Structures,2004,26(13):1979-1991.
[42] KAZEMINEZHAD E,KAZEMI M T,MIRHOSSEINI M.Assessment of the vertical stiffness of elastomeric bearing due to displacement and rotation[J].International Journal of Non-Linear Mechanics,2020,119:103306.
[43] SATO N,KATO A,FUKUSHIMA Y,et al.Shaking table tests on failure characteristics of base isolation system for a DFBR plant[J].Nuclear Engineering and Design,2002,212(1/2/3):293-305.
[44] YANG Y H,HWANG J S,WANG S J,et al.Seismic response prediction of base-isolated structures with high damping rubber bearings[J].Journal of the Chinese Institute of Engineers,2016,39(1):12-25.
[45] SATO E,FURUKAWA S,KAKEHI A,et al.Full-scale shaking table test for examination of safety and functionality of base-isolated medical facilities[J].Earthquake Engineering & Structural Dynamics,2011,40(13):1435-1453.
[46] GRANT D N,FENVES G L,WHITTAKER A S.Bidirectional modelling of high-damping rubber bearings[J].Journal of Earthquake Engineering,2004,8(Sup1):161-185.
[47] GRANT D N.Modeling and analysis of high-damping rubber bearings for the seismic protection of bridges[M].Pavia:Iuss Press,2005.
[48] YAMAMOTO M,MINEWAKI S,YONEDA H,et al.Nonlinear behavior of high-damping rubber bearings under horizontal bidirectional loading:full-scale tests and analytical modeling[J].Earthquake Engineering & Structural Dynamics,2012,41(13):1845-1860.
[49] YAMAMOTA M,MINEWAKI S.Full-scale tests and analytical modeling of high-damping rubber bearings under two horizontal directional loading[J].Journal of Structural and Construction Engineering AIJ,2009,74(638):639-645.
[50] MINEWAKI S,YAMAMOTO M.An expression for mechanical properties of high damping rubber bearings by regression of full size performace test results[J].Journal of Structural and Construction Engineering AIJ,2010,75(652):1099-1104.
[51] KATO H,MORI T,MUROTA N.A hysteresis model of high-damping rubber bearings using an integral type deformation history constitutive law[J].Journal of Structural and Construction Engineering AIJ,2011,76(667):1721-1728.
[52] KATO H,MORI T,MUROTA N,et al.Analytical model for elastoplastic and creep-like behavior of high-damping rubber bearings[J].Journal of Structural Engineering,2015,141(9):04014213.
[53] PENG T,ZENG Z,TANG W,et al.Preliminary test study on hysteretic laws of high damping rubber bearings[J].Materials Research Innovations,2015,19(S5):555-560.
[54] KAKINUMA T,KITAMURA H,SATO T.Proposal of a method for evaluating torsional strain by using torsional stress for high-damping rubber bearings based on horizontal bi-directional loading tests[J].Journal of Structural and Construction Engineering AIJ,2015,80(713):1091-1101.
[55] OLIVETO N D,MARKOU A A,ATHANASIOU A.Modeling of high damping rubber bearings under bidirectional shear loading[J].Soil Dynamics and Earthquake Engineering,2019,118:179-190.
[56] 李政.多向受力状态下高阻尼橡胶支座力学性能试验研究[D].郑州:郑州大学,2015.
[57] CHEN M C,RESTREPO J I,BENZONI G.Response of a high damping rubber bearing to multiaxial excitation[J].Journal of Testing and Evaluation,2021,49(2):20180558.
[58] SHIMOOKI W,KITAMURA H.A study on torsional behaviors of high-damping rubber bearings with hysteretic and viscous damping mechanism by time-history analysis under bi-axial seismic waves [J].Journal of Structural and Construction Engineering AIJ,2012,77(678):1247-1256.
[59] Guide specifications for seismic isolation design:GSID-4[S].Washington,D.C.:American Association of State Highway and Transportation Officials,2014.
[60] FUJITA T,SUZUKI S,FUJITA S.High damping rubber bearings for seismic isolation of buildings:1st report,hysteretic restoring force characteristics and analytical models[J].Transactions of the Japan Society of Mechanical Engineers,1990,56(523):658-666.
[61] KIKUCHI M,AIKEN I D.An analytical hysteresis model for elastomeric seismic isolation bearings[J].Earthquake Engineering & Structural Dynamics,1997,26(2):215-231.
[62] KIKUCHI M,YAMAMOTO M,ISHII K.Horizontal bidirectional hysteresis properties of low-modulus high-damping rubber bearings[J].Journal of Structural and Construction Engineering AIJ,2014,79(696):257-265.
[63] KIKUCHI M,KATO H,YMAMOTO M.A mechanical model for the triaxial behavior of high-damping rubber bearings[J].Journal of Structural and Construction Engineering AIJ,2015,80(713):1067-1077.
[64] YOSHIDA J,ABE M,FUJINO Y,et al.Three-dimensional finite-element analysis of high damping rubber bearings[J].Journal of Engineering Mechanics,2004,130(5):607-620.
[65] YOSHIDA J,ABE M,FUJINO Y.Constitutive model of high-damping rubber materials[J].Journal of Engineering Mechanics,2004,130(2):129-141.
[66] ABE M,YOSHIDA J,FUJINO Y.Multiaxial behaviors of laminated rubber bearings and their modeling.I:experimental study[J].Journal of Structural Engineering,2004,130(8):1119-1132.
[67] ABE M,YOSHIDA J,FUJINO Y.Multiaxial behaviors of laminated rubber bearings and their modeling II:model[J].Journal of Structural Engineering,2004,130(8):1133-1144.
[68] GJORGJIEV I,GAREVSKI M.A polynomial analytical model of rubber bearings based on series of tests[J].Engineering Structures,2013,56:600-609.
[69] BHUIYAN A R,OKUI Y,MITAMURA H,et al.A rheology model of high damping rubber bearings for seismic analysis:identification of nonlinear viscosity[J].International Journal of Solids and Structures,2009,46(7/8):1778-1792.
[70] PAN T C,YANG G.Nonlinear analysis of base-isolated MDOF structures[C]//Proceedings of the 11th World Conference on Earthquake Engineering.Mexico,1996.
[71] HWANG J S,WU J D,PAN T C,et al.A mathematical hysteretic model for elastomeric isolation bearings[J].Earthquake Engineering & Structural Dynamics,2002,31(4):771-789.
[72] WEN Y K.Method for random vibration of hysteretic systems[J].Journal of the Engineering Mechanics Division,1976,102(2):249-263.
[73] TSAI C S,CHIANG T C,CHEN B J,et al.An advanced analytical model for high damping rubber bearings[J].Earthquake Engineering & Structural Dynamics,2003,32(9):1373-1387.
[74] AMIN A F,WIRAGUNA S I,BHUIYAN A R,et al.Hyperelasticity model for finite element analysis of natural and high damping rubbers in compression and shear[J].Journal of Engineering Mechanics,2006,132(1):54-64.
[75] DALL’ASTA A,RAGNI L.Experimental tests and analytical model of high damping rubber dissipating devices[J].Engineering Structures,2006,28(13):1874-1884.
[76] NGUYEN D A,DANG J,OKUI Y,et al.An improved rheology model for the description of the rate-dependent cyclic behavior of high damping rubber bearings[J].Soil Dynamics and Earthquake Engineering,2015,77:416-431.
[77] MARKOU A A,MANOLIS G D.Mechanical models for shear behavior in high damping rubber bearings[J].Soil Dynamics and Earthquake Engineering,2016,90:221-226.
[78] 沈朝勇,周福霖,崔杰,等.高阻尼隔震橡胶支座的相关性试验研究及其参数取值分析[J].地震工程与工程振动,2012,32(6):95-103.
[79] 魏威.高阻尼橡胶隔震支座速度相关性力学模型的理论与试验研究[D].武汉:华中科技大学,2017.
[80] YUAN Y,WEI W,TAN P,et al.A rate-dependent constitutive model of high damping rubber bearings:modeling and experimental verification[J].Earthquake Engineering & Structural Dynamics,2016,45(11):1875-1892.
[81] WEI W,TAN P,YUAN Y,et al.Experimental and analytical investigation of the influence of compressive load on rate-dependent high-damping rubber bearings[J].Construction and Building Materials,2019,200:26-35.
[82] RYAN K L,KELLY J M,CHOPRA A K.Nonlinear model for lead-rubber bearings including axial-load effects[J].Journal of Engineering Mechanics,2005,131(12):1270-1278.
[83] 王建强,张振洋,李政.高阻尼橡胶支座剪切性能压力相关性试验研究[J].铁道工程学报,2017,34(1):47-51,117.
[84] 袁维娜,魏德超,温文露,等.大直径高阻尼隔震橡胶支座力学性能的研究[J].橡胶工业,2020,67(5):371-375.
[85] SANO’T,DI PASQUALE G.A constitutive model for high damping rubber bearings[J].Journal of Pressure Vessel Technology-Transactions of the Asme,1995,117(1):53-58.
[86] JANKOWSKI R.Nonlinear rate dependent model of high damping rubber bearing[J].Bulletin of Earthquake Engineering,2003,1(3):397-403.
[87] 庄学真,沈朝勇,金建敏.桥梁高阻尼橡胶支座力学性能试验研究[J].地震工程与工程振动,2006,26(5):208-212.
[88] 刘文光,杨巧荣,周福霖.天然橡胶隔震支座温度相关性能试验研究[J].广州大学学报(自然科学版),2002,1(6):51-56.
[89] 刘文光,杨巧荣,周福霖.建筑用铅芯橡胶隔震支座温度性能研究[J].世界地震工程,2003,19(2):39-44.
[90] 刘文光,秦皇婷,何文福,等.极低温度下LRB力学性能及对高层结构地震响应的影响[J].振动与冲击,2012,31(13):85-90.
[91] 秦川,刘文光,何文福,等.考虑铅芯温度效应的橡胶支座参数影响分析[J].振动与冲击,2017,36(10):182-189.
[92] 何文福,周莉蓓,许浩,等.LRB支座疲劳温度力学试验及隔震结构地震响应影响分析[J].振动工程学报,2019,32(2):314-323.
[93] 李冀,王剑凌,贺红林,等.基于QPSO稀疏化LSSVM的压力传感器温度补偿研究[J].传感技术学报,2020,33(2):227-231,237.
[94] 由世岐,刘斌,楼永林.低温环境对叠层橡胶支座变形特性影响的试验研究[J].东北大学学报,2005,26(3):297-299.
[95] 叶明坤,资道铭,梁莹莹,等.超高阻尼隔震橡胶支座在桥梁中的应用[J].中国建筑金属结构,2013(4):112-114.
[96] 资道铭,韦亮陆,梁煜,等.低温对铅芯橡胶支座性能及桥梁隔震效果影响探讨[J].预应力技术,2014(6):18-24.
[97] 李慧,杜永峰,狄生奎,等.叠层橡胶隔震支座的低温往复试验及等效阻尼比推算[J].兰州理工大学学报,2006,32 (5):116-119.
[98] LEWANGAMAGE C S,ABE M,FUJINO Y,et al.Experimental investigation and modeling of temperature dependency behavior of high damping rubber[C]//International Conference on Advanced Technology in Experimental Mechanics:Asian Conference on Experimental Mechanics.Tokyo,2003.
[99] OH J,KIM J H,HAN S C.An experimental study on the shear property dependency of high-damping rubber bearings[J].Journal of Vibroengineering,2017,19(8):6208-6221.
[100] OH J,JANG C,KIM J H.Seismic behavior characteristic of high damping rubber bearing through shaking table test[J].Journal of Vibroengineering,2016,18(3):1591-1601.
[101] 王康康.高阻尼橡胶支座在海水干湿循环作用下的性能劣化规律研究[D].广州:广州大学,2018.
[102] Haringx J A .The cross-spring pivot as a constructional element[J].Flow Turbulence & Combustion,1949,1(1):313-332.
[103] KOH C G,KELLY J M.Viscoelastic stability model for elastomeric isolation bearings[J].Journal of Structural of Engineering,1989,115(2):285-302.
[104] SUZUKI S,NISHIMURA I.An experimental study on the stability of high damping rubber bearings[J].Journal of Structural and Construction Engineering AIJ,2010,75(650):799-806.
[105] NAGARAJAIAH S,FERRELL K.Stability of elastomeric seismic isolation bearings[J].Journal of Structural Engineering,1999,125(9):946-954.
[106] WEISMAN J,WARN G P.Stability of elastomeric and lead-rubber seismic isolation bearings[J].Journal of Structural Engineering,2012,138(2):215-223.
[107] FORCELLINI D,KELLY J M.Analysis of the large deformation stability of elastomeric bearings[J].Journal of Engineering Mechanics,2014,140(6):04014036.
[108] MASROOR A,SANCHEZ J,MOSQUEDA G.Dynamic stability of elastomeric bearings at large displacement[C]//15th World Conference of Earthquake Engineering.Lisboa,2012.
[109] MONTUORI G M,MELE E,MARRAZZO G,et al.Stability issues and pressure-shear interaction in elastomeric bearings:the primary role of the secondary shape factor[J].Bulletin of Earthquake Engineering,2016,14(2):569-597.
Review of mechanical properties for high damping rubber bearing
GE Qingzi YANG Yijian DAI Kaoshan XIONG Feng WU Ti ZHANG Shiming
(Sichuan Institute of Building Research Department of Civil Engineering, Sichuan University College of Civil Engineering, Tongji University Sichuan Zhenkong Technology Co., Ltd.)
Abstract: High damping rubber bearing(HDRB) has received more and more attention and research owing to its unique damping characteristics and environmental protection advantages. Foreign research institutions have relatively complete research results on HDRB. In order to promote the research and application of HDRB in China, it is urgent to systematically review and consider the existing research results. Firstly, the research context and situation of the basic mechanical properties of HDRB at home and abroad were reviewed. Then, the relevant research on the mechanical model of HDRB was summarized, and the advantages and disadvantages of the model with rate-dependent and the model without rate-dependent were discussed. The influence of the factors on mechanical properties of HDRB was summarized, including vertical pressure dependence, shear strain dependence and temperature dependence. Finally, the research status of HDRB stability was briefly described. The relevant research suggestions for HDRB in the directions of complex mechanical performance, ultimate load stability, and repeated load fatigue were given.
Keywords: seismic isolation; high damping rubber bearing; mechanical property; rate-dependent; stability
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