Damage analysis and assessment of precast segmental columns subjected to vehicle collision

ZHANG Yuye1,LI Qinghua1,FAN Wei2,YUAN Wancheng3

Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (24) : 150-158.

PDF(3133 KB)
PDF(3133 KB)
Journal of Vibration and Shock ›› 2022, Vol. 41 ›› Issue (24) : 150-158.

Damage analysis and assessment of precast segmental columns subjected to vehicle collision

  • ZHANG Yuye1,LI Qinghua1,FAN Wei2,YUAN Wancheng3
Author information +
History +

Abstract

In order to reasonably evaluate the damage states of precast segmental bridge columns (PSBCs) under vehicle impact, a collision damage evaluation method suitable for PSBCs was investigated. A three-dimensional finite element model of the vehicle impacting PSBCs was established and the damage analysis of the columns was carried out. The accuracy of the pier and the vehicle model was verified by comparison with the test results. The displacement response and damage characteristics of PSBCs with different parameters were analyzed, and the change law of residual displacement and cross-section damage was studied. The damage evaluation index of PSBCs considering residual displacement and section damage is proposed, and the damage states of the columns was divided and each damage state limit was determined. The research results show that the displacement response of the PSBCs in the test range is most sensitive to the initial impact energy and axial compression ratio of the vehicle; the damage of the PSBCs under the collision of the vehicle is concentrated on the directly impacted segment; the greater the residual displacement and section damage rate of the column in a vehicle collision, the more serious the damage after the collision; the bridge column damage assessment method that considers the residual displacement and section damage can accurately evaluate the damage state of the PSBCs under vehicle impact.

Key words

precast segmental bridge columns / vehicle impact / damage assessment / residual displacement / section damage

Cite this article

Download Citations
ZHANG Yuye1,LI Qinghua1,FAN Wei2,YUAN Wancheng3. Damage analysis and assessment of precast segmental columns subjected to vehicle collision[J]. Journal of Vibration and Shock, 2022, 41(24): 150-158

References

[1] 张于晔. 装配式桥墩抗震性能的提升方法研究进展[J]. 公路交通科技, 2017,34(04):72-79.
ZHANG Yuye. Research Progress on Improving Methods of Seismic Performance of Prefabricated Bridge Piers[J]. Journal of Highway and Transportation Research and Development, 2017,34(04):72-79.
[2] 王军文, 李海洋, 闫聚考, 等. 地震作用下钢筋混凝土桥墩残余位移研究[J]. 振动与冲击, 2018,037(013):130-134.
WANG Junwen, LI Haiyang, YAN Jukao, et al. Residual displacement of reinforced concrete bridge piers under earthquake[J]. Journal of Vibration and Shock, 2018,037(013): 130-134.
[3] 漆启明, 邵长江, 胡晨旭, 等. 空心墩地震损伤评估及性能水准量化研究[J]. 土木工程学报, 2020,53(11):116-128.
QI Qiming, SHAO Changjiang, HU Chen-xu, et al. Earthquake damage assessment of hollow piers and quantitative research on performance level[J]. China Civil Engineering Journal, 2020, 53(11):116-128.
[4] 陆本燕, 刘伯权, 刘鸣, 等. 钢筋混凝土桥墩性能指标量化研究[J]. 中国公路学报, 2010,23(06):49-57.
LU Benyan, LIU Boquan, LIU Ming, et al. Quantitative Research on Performance Index of Reinforced Concrete Bridge Piers[J]. China Journal of Highway and Transport, 2010, 23(06):49-57.
[5] 杨旭, 张于晔, 张宁. 爆炸冲击作用下预制节段拼装桥墩的动态响应与损伤分析[J]. 爆炸与冲击, 2019,039(003): 35101-35104.
YANG Xu, ZHANG Yuye, ZHANG Ning. Dynamic response and damage analysis of prefabricated segmented bridge piers under explosion shock[J]. Explosion and Shock Waves, 2019, 039(003):35101-35104.
[6] 张于晔, 杨旭, 冯君. 节段拼装桥墩在爆炸冲击作用下的破坏模式与损伤评估研究[J]. 振动与冲击, 2020,39(23): 225-233.
ZHANG Yuye, YANG Xu, FENG Jun. Research on the failure mode and damage assessment of segmented bridge piers under the action of explosion impact[J]. Journal of Vibration and Shock, 2020, 39(23):225-233.
[7] 陈林, 曾玉烨, 颜泽峰, 等. 车辆撞击下钢筋混凝土桥墩的动力响应及损伤特征[J]. 振动与冲击, 2019,038(013): 261-267, 273.
CHEN Lin, ZENG Yuye, YAN Zefeng, et al. Dynamic response and damage characteristics of reinforced concrete bridge piers under vehicle impact[J]. Journal of Vibration and Shock, 2019,038(013):261-267, 273.
[8] Zhang X, Hao H, Li C. Experimental investigation of the response of precast segmental columns subjected to impact loading[J]. International Journal of Impact Engineering, 2016,95:105-124.
[9] Tin V, Pham, Thong M, et al. Numerical investigation of the behavior of precast concrete segmental columns subjected to vehicle collision[J]. Engineering Structures, 2018.
[10] Auyeung S, Alipour A, Saini D. Performance-based design of bridge piers under vehicle collision[J]. Engineering Structures, 2019,191(JUL.15):752-765.
[11] 张红松等. ANSYS14.5/LS-DYNA非线性有限元分析实例指导教程[M]. 机械工业出版社, 2013.
[12] Hua, Jiang, Mi, et al. An effective numerical simulation methodology to predict the impact response of pre-stressed concrete members[J]. Engineering Failure Analysis, 2015.
[13] 陈林. 桥墩防车辆撞击研究[D]. 湖南大学, 2015.
[14] Do T V, Pham T M, Hao H. Impact Response and Capacity of Precast Concrete Segmental versus Monolithic Bridge Columns[J]. Journal of Bridge Engineering, 2019,24(6): 4019050.
[15] Sherif E, Edward S, Priscilla F. Vehicle Collision with Bridge Piers[J]. Journal of Bridge Engineering, 2005,10(3).
[16] Steven A, Alice A, Dikshant S. Performance-based design of bridge piers under vehicle collision[J]. Engineering Structures, 2019,191.
[17] Omar I A, Mohamed A E. Performance of bridge piers under vehicle collision[J]. Engineering Structures, 2017,140.
[18] 高婧, 葛继平, 林铁良. 干接缝节段拼装桥墩拟静力试验研究[J]. 振动与冲击, 2011,30(04): 211-216.
GAO Jing, GE Jiping, LIN Tieliang. Pseudo-static test study on dry-jointed bridge piers[J]. Journal of Vibration and Shock, 2011,30(04): 211-216.
[19] 李楠. 钢纤维高强混凝土构件抗爆性能与损伤评估[D]. 长安大学, 2015.
PDF(3133 KB)

287

Accesses

0

Citation

Detail

Sections
Recommended

/