LONG-TERM DETERIORATION OF HIGH DAMPING RUBBER BRIDGE BEARING
In recent years, high damping rubber (HDR) bridge bearings have become widely used because of the excellent ability to provide high damping as well as flexibility. However, there are few systematic studies on the deterioration problems of HDRs during their service life, and usually the long-term per...
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Published in | STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING Vol. 23; no. 2; pp. 215s - 227s |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Tokyo
Japan Society of Civil Engineers
2006
Japan Science and Technology Agency |
Subjects | |
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Abstract | In recent years, high damping rubber (HDR) bridge bearings have become widely used because of the excellent ability to provide high damping as well as flexibility. However, there are few systematic studies on the deterioration problems of HDRs during their service life, and usually the long-term performance was not considered in the design stage. In this research, through accelerated thermal oxidation tests on HDR blocks, the property variations inside the HDR bridge bearing are examined. A deterioration prediction model is developed to estimate the property profiles. Then using a constitutive model and carrying out FEM analysis, the behavior of a HDR bridge bearing during its lifespan is clarified. A design procedure is proposed that takes the long-term performance in the site environment into consideration. |
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AbstractList | In recent years, high damping rubber (HDR) bridge bearings have become widely used because of the excellent ability to provide high damping as well as flexibility. However, there are few systematic studies on the deterioration problems of HDRs during their service life, and usually the long-term performance was not considered in the design stage. In this research, through accelerated thermal oxidation tests on HDR blocks, the property variations inside the HDR bridge bearing are examined. A deterioration prediction model is developed to estimate the property profiles. Then using a constitutive model and carrying out FEM analysis, the behavior of a HDR bridge bearing during its lifespan is clarified. A design procedure is proposed that takes the long-term performance in the site environment into consideration. |
Author | GU, Haosheng SATOH, Kazuya ITOH, Yoshito YAMAMOTO, Yoshihisa |
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CitedBy_id | crossref_primary_10_1016_j_engstruct_2023_116564 crossref_primary_10_1016_j_nucengdes_2019_03_021 crossref_primary_10_1080_13632469_2021_1871683 crossref_primary_10_7734_COSEIK_2013_26_2_131 crossref_primary_10_1016_j_engstruct_2020_110735 crossref_primary_10_7734_COSEIK_2014_27_5_385 |
Cites_doi | 10.1061/(ASCE)0733-9399(2004)130:2(129) 10.1016/0141-3910(95)00137-B 10.2208/jscej.2005.794_253 10.2208/jscej.2005.801_185 10.2208/jsceja.62.255 10.2208/jscej.2001.689_65 10.1016/S0141-3910(99)00183-4 10.1016/S0032-3861(96)00716-1 10.2208/jsceseee.23.17s 10.1002/(SICI)1522-9505(19981201)261-262:1<135::AID-APMC135>3.0.CO;2-W 10.1061/(ASCE)0733-9399(2004)130:5(607) |
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References | 2) Kawashima, K., Shoji, G. and Saito, A. : Nonlinear hysteretic behavior between an isolator and a reinforced concrete column in an isolated bridge subjected to an extreme ground motion, Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 689/I-57, pp. 65-84, 2001 (in Japanese). 13) Itoh, Y., Satoh, K., Gu, H. S. and Yamamoto, Y. : Study on the deterioration characteristics of natural rubber bearings, Journal of Structural Mechanics and Earthquake Engineering, JSCE, Vol. 62, No. 2, pp. 255-266, 2006. 15) Wise, J., Gillen, K. T. and Clough, R. L. : Quantitative model for the time development of diffusion-limited oxidation profiles, Polymer, Vol. 38, No. 8, pp. 1929-1944, 1997. 9) Suda, T., Nishi, T., Okada, K., Arai, T. and Yanbe, H. : Bearing exchange work to evaluate property change of isolator, Proceedings of Annual Conference of the Japan Society of Civil Engineers, Vol. 58, pp. 761-762, 2003 (in Japanese). 1) Kawashima, K., Shoji, G. and Saito, A. : Nonlinear hysteretic behavior between an isolator and a reinforced concrete column in an isolated bridge subjected to an extreme ground motion, Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 689/I-57, pp. 65-84, 2001 (in Japanese). 8) Itoh, Y., Gu, H. S., Satoh, K. and Kutsuna, Y. : Experimental investigation on aging behaviors of rubbers used for bridge bearings, Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 808/I-74, pp. 17-32, 2006. 7) Itoh, Y., Yazawa, A., Satoh, K., Gu, H.S., Kutsuna, Y. and Yamamoto, Y. : Study on environmental deterioration of rubber material for bridge bearings, Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 794/I-72, pp. 253-266, 2005 (in Japanese). 10) Sudoh, C., Nishi, T., Shimada, G., Yazaki, F. and Okutsu, N. : Performance evaluation and inner property profile of isolators used for 10 years, Proceedings of Annual Conference of the Japan Society of Civil Engineers, Vol. 58, pp. 763-764, 2003 (in Japanese). 12) Itoh, Y., Satoh, K., Gu, H. S. and Yamamoto, Y. : Study on the long-term deterioration of natural rubber of bridge bearings, Journal of Structural Mechanics and Earthquake Engineering, JSCE, No. 801/I-73, pp. 185-196, 2005 (in Japanese). 20) ABAQUS/Standard ver.6.4 USER’S MANUAL, 2004. 4) Yuan, Y., Aoki, T. and Aoyama, K. : Study of the dynamic behavior of high damping rubber bearing, Research Report of Aichi Institute of Technology, Vol. 40B, pp. 197-205, 2005. 5) Yoshida, J., Abe, M. and Fujino, Y. : Constitutive model of high-damping rubber materials, Journal of Engineering Mechanics, ASCE, Vol. 130, No. 2, pp. 129-141, 2004. 14) Celia, M., Wise, J., Ottesen, D. K., Gillen, K. T. and Clough, R. L. : Correlation of chemical and mechanical property changes during oxidative degradation of neoprene, Polymer Degradation and Stability, Vol. 68, pp. 171-184, 2000. 19) Wise, J., Gillen, K. T. and Clough, R. L. : An ultrasensitive technique for testing Arrhenius extrapolation assumption for thermally aged elastomers, Polymer Degradation and Stability, Vol. 49, Issue. 3, pp. 403-418, 1995. 17) Muramatsu, Y. and Nishikawa, I. : A study for the prediction of the long-term durability of seismic isolators, Showa electric wire review, Vol. 45, No. 1, pp. 44-49, 1995 (in Japanese). 18) Le Huy, M. and Evrard, G. : Methodologies for lifetime predictions of rubber using Arrhenius and WLF models, Die Angewandte Makromolekulare Chemie, Vol. 261/262, pp. 135-142, 1998. 3) The Society of Rubber Industry, Japan: Handbook of isolated rubber-metal laminated bearing for designers, Science and Technology Book, pp. 307-328, 2000 (in Japanese). 21) Japanese Road Association : Manual of highway bridge bearing, Japan Road Association, p. 200, 2004 (in Japanese). 16) Japanese Standards Association : JIS handbook - rubber, Japanese Standards Association, pp.284-287, 1999 (in Japanese). 22) Japan Construction Ministry : Manual of isolated design method for highway bridge, p. 2, 1992 (in Japanese). 11) Matsuda, T., Nishi, T., Sudoh, C. and Yazaki, F. : Validity evaluation and ISO standardization of property prediction technology based on actual measurement of isolators used for 10 years, Proceedings of Annual Conference of the Japan Society of Civil Engineers, Vol. 58, pp. 765-766, 2003 (in Japanese). 6) Yoshida, J., Abe, M. and Fujino, Y. : Three-dimensional finite-element analysis of high damping rubber bearings, Journal of Engineering Mechanics, ASCE, Vol. 130, No. 5, pp. 607-620, 2004. 11 22 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 20 10 21 |
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Title | LONG-TERM DETERIORATION OF HIGH DAMPING RUBBER BRIDGE BEARING |
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