In order to clarify the time-varying characteristics of the mechanical model parameters of plate rubber bearings, a series of compression shear tests were carried out on used highway bridge rubber bearings with the service time of 3, 7, 10 and 25 years.The influence of the bearing service time on mechanical model parameters such as shear stiffness and friction coefficient was analyzed.The test results show that the shearing stiffness degrades to different degrees with the increase of use time.The shearing stiffness has a nonlinear relationship with the use time.At the same time, there is no obvious relationship between the critical slip displacement and the use time.Moreover, the friction coefficient increases with the increasing of service time, and there is a nonlinear relationship between them.Based on the above results, a mechanical analysis model of plate rubber bearings considering the time-varying characteristics of mechanical parameters was proposed.
孙颖,郑诚斌,卓卫东,黄新艺,郑路. 板式橡胶支座力学模型参数的时变特性研究[J]. 振动与冲击, 2021, 40(2): 91-96.
SUN Ying,ZHENG Chengbin,ZHUO Weidong,HUANG Xinyi,ZHENG Lu. Time-varying properties of the mechanical model parameters of plate rubber bearings. JOURNAL OF VIBRATION AND SHOCK, 2021, 40(2): 91-96.
[1] 王东升, 郭迅, 孙治国等. 汶川大地震公路桥梁震害初步调查[J], 地震工程与工程振动, 2009, 29(3): 84-94.
WANG Dong-sheng, GUO Xun, SUN Zhi-guo,et al. Damage to highway bridges during Wenchuan Earthquake[J], Earthquake Engineering and Engineering Vibration, 2009, 29(3): 84-94.
[2] Priestly M J N, Seible F, Calvi G M. Seismic design and retrofit of bridges[M]. New York: John Wiley and Sons, 1996:12-29.
[3] 李冲, 王克海, 李悦等. 板式橡胶支座摩擦滑移抗震性能试验研究[J]. 东南大学学报(自然科学版), 2014, 44( 1):162-167.
LI Chong, WANG Ke-hai, LI Yue,et al. Experimental study on seismic performance of laminated rubber bearings with friction slipping[J]. Journal of Southeast University(Science edition), 2014, 44(1):162-167.
[4] Nailiang Xiang, Jianzhong Li. Experimental and numerical study on seismic sliding mechanism of laminated-rubber bearings[J]. Engineering Structures, 2017, 141:159-174.
[5] 范立础, 聂利英, 李建中. 地震作用下板式橡胶支座滑动的动力性能分析[J]. 中国公路学报, 2003, 16(4):30-35.
FAN Li-chu, NIE Li-ying, LI Jian-zhong. Dynamic characteristic analysis of laminated rubber bearing sliding under earthquake[J]. China Journal of Highway and Transport, 2003, 16(4):30-35.
[6] 王克海, 韦韩, 李茜等. 中小跨径公路桥梁抗震设计理念[J]. 土木工程学报, 2012.45(9): 115-121.
WANG Ke-hai, WEI Han, LI Qian,et al. Philosophies on seismic design of highway bridges of small or medium spans[J]. China Civil Engineering Journal, 2012.45(9): 115-121.
[7] 王克海. 桥梁抗震研究[M]. 北京:中国铁道出版社, 2014.
WANG Ke-hai. Bridge seismic research[M]. Beijing: China railway publishing house, 2014.
[8] TOBIAS D H, ANDERSON R E, HODEL C E, et al. Overview of Earthquake Resisting System Design and Retrofit Strategy for Bridges in Illinois [J]. Practice Periodical on Structural Design and Construction, 2008, 13(3): 147-158.
[9] Gaetano Russo, Margherita Pauletta, Sliding instability of fiber-reinforced elastomeric isolators in unbonded applications[J]. Engineering Structures, 2013,48:70-80.
[10] 顾浩声, 伊藤羲人. 天然橡胶隔震支座的内部老化特性及预测方法[J]. 北京工业大学学报, 2012, 38 (2):186-193.
GU Hao-sheng, YI-TENG Xi-ren. Aging Inside Natural Rubber Bearings and Prediction Method[J]. Journal of Beijing University of Technology, 2012, 38 (2):186-193.
[11] JTT 663-2006, 公路桥梁板式橡胶支座规格系列[S]. 北京:人民交通出版社, 2006.
JTT 663-2006, series of elastomeric pad bearings for highway bridges[S]. Beijing: people's communications press, 2006.
[12] 吴刚, 王全录, 王克海, 张盼盼. 考虑支座及挡块力学性能退化的桥梁横向地震响应分析[J], 振动与冲击, 2018, 27(2): 189-196.
WU Gang, WANG Quan-lu, WANG Ke-hai,et al. Transverse seismic response analysis for bridges considering performance degradationof bearings and stoppers[J], Journal of Vibration and Shock, 2018, 27(2): 189-196.
[13] 严华迅. 近断层地震动作用下中小跨径公路连续梁桥的地震响应[D]. 福州大学, 2018.
YAN Hua-xun, Seismic response of small and medium span highway continuous beam bridge under ground motion near fault[D]. Fuzhou university,2018.