- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
- Chinese S&T Journal Citation Reports
- Chinese Science Citation Database
| Citation: | GONG Wanting, QIAN Yongjiu, XU Wangxi. Seismic Damage Model of RC Pier Repaired with CFRP Considering Initial Damage[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 332-342. doi: 10.3969/j.issn.0258-2724.20220176
|
In order to study the damage evolution law of damaged reinforced concrete (RC) structures repaired with carbon fiber reinforced plastics (CFRP) under earthquake action and accurately quantify the damage status of repaired structures, a quasi-static test of 10 circular RC piers was carried out, eight of which were repaired by different CFRP reinforcement methods. The test results were studied based on eight typical earthquake damage models, and a two-parameter seismic damage model for RC piers repaired with CFRP was established, in which the reduction coefficient of material properties was introduced to analyze the initial damage to the structure. The damage degree of RC structures was quantified according to the experimental phenomenon and the improved damage model. The results show that when the damage index of the repaired pier is calculated by using the typical earthquake damage model, the damage index of the damaged specimens is generally too large, and the variation of the damage index of the same pier model is quite different. The development trend of the damage index is not consistent with the experimental phenomenon. Based on the nonlinear regression analysis of the specimen parameters, the empirical expressions of the combination coefficients and design parameters are obtained. The proposed damage model can better simulate the seismic damage evolution process of piers repaired with CFRP. Five grades of RC structure damage are defined, and the damage index limit value of the five grades is given. For moderately damaged pier structures ($0.3 < D \leqslant 0.6$,
| [1] |
吴波,欧进萍. 钢筋砼结构在主余震作用下的反应与损伤分析[J]. 建筑结构学报,1993,14(5): 45-53. doi: 10.14006/j.jzjgxb.1993.05.006
WU Bo, OU Jinping. Response and damage analysis of reinforced concrete structures under main shock and aftershocks[J]. Journal of Building Structures, 1993, 14(5): 45-53. doi: 10.14006/j.jzjgxb.1993.05.006
|
| [2] |
贾宏宇,杨健,郑史雄,等. 跨断层桥梁抗震综述[J]. 西南交通大学学报,2021,56(5): 1075-1093.
JIA Hongyu, YANG Jian, ZHENG Shixiong, et al. A review on aseismic bridges crossing fault rupture regions[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 1075-1093.
|
| [3] |
MAI A D, SHEIKH M N, HADI M. Investigation on the behaviour of partial wrapping in comparison with full wrapping of square RC columns under different loading conditions[J]. Construction and Building Materials, 2018, 168: 153-168. doi: 10.1016/j.conbuildmat.2018.02.003
|
| [4] |
周长东,田腾,吕西林,等. 预应力碳纤维条带加固混凝土圆墩抗震性能试验[J]. 中国公路学报,2012,25(4): 57-66. doi: 10.3969/j.issn.1001-7372.2012.04.010
ZHOU Changdong, TIAN Teng, LÜ Xilin, et al. Test on seismic performance of RC circular piers strengthened with pre-stressed CFRP belts[J]. China Journal of Highway and Transport, 2012, 25(4): 57-66. doi: 10.3969/j.issn.1001-7372.2012.04.010
|
| [5] |
CHAI Y H, ROMSTAD K M, BIRD S M. Energy-based linear damage model forhigh-intensity seismic loading[J]. Journal of Structural Engineering, 1995, 32(8): 857-864.
|
| [6] |
SUN Z G, LI H N, BI K M, et al. Rapid repair techniques for severely earthquake-damaged circular bridge piers with flexural failure mode[J]. Earthquake Engineering and Engineering Vibration, 2017, 16(2): 415-433. doi: 10.1007/s11803-017-0390-0
|
| [7] |
WU R Y, PANTELIDES C P. Rapid repair and replacement of earthquake-damaged concrete columns using plastic hinge relocation[J]. Composite Structures, 2017, 180(15): 467-483.
|
| [8] |
苏磊,陆洲导,张克纯,等. BFRP加固震损混凝土框架节点抗震性能试验研究[J]. 东南大学学报(自然科学版),2010,40(3): 559-564. doi: 10.3969/j.issn.1001-0505.2010.03.024
SU Lei, LU Zhoudao, ZHANG Kechun, et al. Experimental study on BFRP-reinforced pre-damaged concrete column-beam joints by simulated earthquake[J]. Journal of Southeast University (Natural Science Edition), 2010, 40(3): 559-564. doi: 10.3969/j.issn.1001-0505.2010.03.024
|
| [9] |
陶毅,古金本,信任,等. CFRP网格修复后多层砌体结构墙体的抗震性能[J]. 西南交通大学学报,2019,54(6): 1258-1267. doi: 10.3969/j.issn.0258-2724.20170491
TAO Yi, GU Jinben, XIN Ren, et al. seismic performance of multi-storey masonry wall repaired by carbon fiber reinforced polymer grids[J]. Journal of Southwest Jiaotong University, 2019, 54(6): 1258-1267. doi: 10.3969/j.issn.0258-2724.20170491
|
| [10] |
陈伟宏,乔泽惠,首维荣. CFRP加固震损非延性RC框架抗震性能试验研究[J]. 西南交通大学学报,2020,55(5): 1009-1016. doi: 10.3969/j.issn.0258-2724.20181068
CHEN Weihong, QIAO Zehui, SHOU Weirong. Experimental study on seismic performance of carbon fibre reinforced plastics-retrofitted earthquake-damaged non-ductile reinforced concrete frames[J]. Journal of Southwest Jiaotong University, 2020, 55(5): 1009-1016. doi: 10.3969/j.issn.0258-2724.20181068
|
| [11] |
PARK Y J, ANG A H S, ASCE F. Mechanistic seismic damage model for reinforced concrete[J]. Journal of Structural Engineering, 1985, 111(4): 722-739. doi: 10.1061/(ASCE)0733-9445(1985)111:4(722)
|
| [12] |
郑山锁,石磊,周炎,等. 考虑锈蚀的钢框架柱地震损伤模型研究[J]. 地震工程学报,2018,40(6): 1211-1216.
ZHENG Shansuo, SHI Lei, ZHOU Yan, et al. Research on a seismic damage model of steel frame columns considering corrosion[J]. China Earthquake Engineering Journal, 2018, 40(6): 1211-1216.
|
| [13] |
王东升,冯启民,王国新. 考虑低周疲劳寿命的改进Park-Ang地震损伤模型[J]. 土木工程学报,2004,32(11): 41-49. doi: 10.3321/j.issn:1000-131X.2004.11.007
WANG Dongsheng, FENG Qimin, WANG Guoxin. A modified park-ang seismic damage model considering low-cycle fatigue life[J]. China Civil Engineering Journal, 2004, 32(11): 41-49. doi: 10.3321/j.issn:1000-131X.2004.11.007
|
| [14] |
欧进萍,何政,吴斌,等. 钢筋混凝土结构基于地震损伤性能的设计[J]. 地震工程与工程振动,1999,19(1): 21-30.
OU Jinping, HE Zheng, WU Bin, et al. Seismic damage performance-based design of reinfored concrete structures[J]. Earthquake Engineering and Engineering Vibration, 1999, 19(1): 21-30.
|
| [15] |
陆本燕,刘伯权,吴涛,等. 基于RC桥梁墩柱的地震损伤模型比较分析[J]. 土木工程学报,2010,43(增1): 186-191. doi: 10.15951/j.tmgcxb.2010.s1.024
LU Benyan, LIU Boquan, WU Tao, et al. Comparative analysis of seismic damage models for reinforced concrete bridge piers[J]. China Civil Engineering Journal, 2010, 43(S1): 186-191. doi: 10.15951/j.tmgcxb.2010.s1.024
|
| [16] |
POWELL G H, ALLAHABADI R. Seismic damage prediction by deterministic methods: concepts and procedures[J]. Earthquake Engineering & Structural Dynamics, 1988, 16(5): 719-734.
|
| [17] |
ROUFAIEL M S L, MEYER C. Analytical modeling of hysteretic behavior of R/C frames[J]. Journal of Structural Engineering, 1987, 113(3): 429-444. doi: 10.1061/(ASCE)0733-9445(1987)113:3(429)
|
| [18] |
WANG M L, SURENDRA P S. Reinforced concrete hysteresis model based on the damage concept[J]. Mathematical and Computer Modelling, 1989, 12(3): 377-378.
|
| [19] |
王东升,司炳君,艾庆华,等. 改进的Park-Ang地震损伤模型及其比较[J]. 工程抗震与加固改造,2005,27(增1): 144-150.
WANG Dongsheng, SI Bingjun, AI Qinghua, et al. A comparative study of modified park-ang model and park-ang model for structural seismic damage evaluation[J]. Earthquake Resistant Engineering, 2005, 27(S1): 144-150.
|
| [20] |
付国,刘伯权,邢国华. 基于有效耗能的改进Park-Ang双参数损伤模型及其计算研究[J]. 工程力学,2013,30(7): 84-90. doi: 10.6052/j.issn.1000-4750.2012.01.0051
FU Guo, LIU Boquan, XING Guohua. The research and calculation on modified park-ang double parameter seismic damage model based on energy dissipation[J]. Engineering Mechanics, 2013, 30(7): 84-90. doi: 10.6052/j.issn.1000-4750.2012.01.0051
|
| [21] |
傅剑平,王敏,白绍良. 对用于钢筋混凝土结构的Park-Ang双参数破坏准则的识别和修正[J]. 地震工程与工程振动,2005,25(5): 73-79.
FU Jianping, WANG Min, BAI Shaoliang. Identification and modification of the Park-Ang criterion for failure of RC structures[J]. Earthquake Engineering and Engineering Vibration, 2005, 25(5): 73-79.
|
| [22] |
刘杰东. 震损钢筋混凝土框架滞回模型研究[D]. 重庆: 重庆大学, 2015.
|
| [23] |
VOSOOGHI A, SAIIDI M. Design guidelines for rapid repair of earthquake-damaged circular RC bridge columns using CFRP[J]. Journal of Bridge Engineering, 2013, 18(9): 827-836. doi: 10.1061/(ASCE)BE.1943-5592.0000426
|
| [24] |
陈林之,蒋欢军,吕西林. 修正的钢筋混凝土结构Park-Ang损伤模型[J]. 同济大学学报(自然科学版),2010,38(8): 1103-1107. doi: 10.3969/j.issn.0253-374x.2010.08.001
CHEN Linzhi, JIANG Huanjun, LÜ Xilin. Modified Park-Ang damage model for reinforced concrete structures[J]. Journal of Tongji University (Natural Science), 2010, 38(8): 1103-1107. doi: 10.3969/j.issn.0253-374x.2010.08.001
|
| [25] |
HARAJLI M. Axial stress-strain relationship for FRP confined circular and rectangular concrete columns[J]. Cement & Concrete Composites, 2006, 28(10): 938-948.
|
| [26] |
沈祖炎,董宝,曹文衔. 结构损伤累积分析的研究现状和存在的问题[J]. 同济大学学报(自然科学版),1997,25(2): 135-140.
SHEN Zuyan, DONG Bao, CAO Wenxian. Development and evaluation of researches on damage cumulation analysis for building structures[J]. Journal of Tongji University (Natural Science), 1997, 25(2): 135-140.
|
| [27] |
中国地震局工程力学研究所. 建(构)筑物地震破坏等级划分: GB/T 24335—2009[S]. 北京: 中国标准出版社, 2009
|
| [28] |
刘艳辉,赵世春,强士中. 城市高架桥抗震性能水准的量化[J]. 西南交通大学学报,2010,45(1): 54-58,64.
LIU Yanhui, ZHAO Shichun, QIANG Shizhong. Quantification of seismic performance levels for urban viaduct[J]. Journal of Southwest Jiaotong University, 2010, 45(1): 54-58,64.
|
Figures(6) / Tables(7)
DownLoad:
