EXPERIMENTAL AND ANALYTICAL RESEARCH ON SEISMIC BEHAVIOR OF ECC COLUMNS UNDER COMBINED TORSION

SUI Liang; SHAO Yongjian; LIANG Xiao; ZHOU Yifan; WANG Guozuo

doi:10.13204/j.gyjzG19122311

Volume 50 Issue 11

Mar. 2021

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(11): 39-45

Zhang Jian, Diao Bo, Xi Jie. RESEARCH ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS AFTER THE ACTION OF SUSTAINED LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 38-41. doi: 10.13204/j.gyjz201210010

Citation:

SUI Liang, SHAO Yongjian, LIANG Xiao, ZHOU Yifan, WANG Guozuo. EXPERIMENTAL AND ANALYTICAL RESEARCH ON SEISMIC BEHAVIOR OF ECC COLUMNS UNDER COMBINED TORSION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 39-45. doi: 10.13204/j.gyjzG19122311

Citation:

PDF( 7551 KB)

EXPERIMENTAL AND ANALYTICAL RESEARCH ON SEISMIC BEHAVIOR OF ECC COLUMNS UNDER COMBINED TORSION

doi: 10.13204/j.gyjzG19122311

1. School of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215011, China;
2. Zhongyifeng Construction Group Co., Ltd., Suzhou 215131, China

Received Date: 2020-05-09
Available Online: 2021-03-31

Abstract

Abstract

In order to study the seismic behavior of ECC composite columns, four ECC columns and one RC column were tested under axial force and lateral cyclic loading. On this basis, ABAQUS was used to analyze the ECC composite columns. The test results showed that the hysteresis curves of torque T-twist rate θ of the five specimens were all in inverse S-shape, and the pinch phenomenon was obvious; increasing fiber volume ratio, reducing stirrup spacing and increasing shear span ratio could slow down the degradation of strength and stiffness; under the same parameters, the peak torque and cumulative energy dissipation capacity of reinforced ECC columns were 1.65 times and 6.89 times of RC columns respectively, which showed that the hysteretic performance of reinforced ECC columns was better than that of RC columns.In addition, the simulation results of hysteretic curve of reinforced ECC columns were basically consistent with the test results, which showed that it was feasible to use ABAQUS to simulate the seismic behavior of reinforced ECC composite columns. Finally, the influence of different parameters on the seismic behavior of ECC composite columns was studied.
- ECC column,
- combined torsion,
- seismic behavior,
- test,
- numerical simulation

FullText(HTML)

References(13)

References

LI V C, LEUNG C K Y. Steady-State and Multiple Cracking of Short Random Fiber Composites[J]. Journal of Engineering Mechanics,1992,118(11):2246-2264.

FISCHER G,LI V C. Effect of Matrix Ductility on Deformation Behavior of Steel Reinforced ECC Flexural Members Under Reversed Cyclic Loading Conditions[J]. ACI Structural Journal,2002,99(6):781-790.

丁一,陈小兵,李荣. ECC材料的研究进展与应用[J]. 建筑结构,2007,37(增刊1):378-382.

ZHOU J, SHEN W, WANG S. Experimental Study on Torsional Behavior of FRC and ECC Beams Reinforced with GFRP Bars[J]. Construction and Building Materials, 2017,152:74-81.

HOSSEINI F, GENCTURK B, ARYAN H, et al. Seismic Behavior of 3-D ECC Beam-Column Connections Subjected to Bidirectional Bending and Torsion[J]. Engineering Structures, 2018, 172:751-763.

翁晓红,邵永健,劳裕华,等. 复合受扭型钢混凝土柱抗震性能试验研究[J]. 建筑结构学报,2017,38(11):23-33.

袁书强,陈适才,田岳,等. 扭弯比对SRC柱抗震性能影响的试验研究与分析[J]. 工程力学,2018,35(3):167-177.

邵永健,曹晓罗,孙宝强. 一种构件复合受扭实验装置及方法:ZL201310027848.9[P]. 2014-10-15.

中华人民共和国住房和城乡建设部. 混凝土结构设计规范:GB 50010-2010[S]. 北京:中国建筑工业出版社,2010.

靳绪耀. 钢筋ECC柱和型钢混凝土柱受扭性能研究[D].苏州:苏州科技大学,2019.

孔燕,邵永健,杜亮,等. ECC的材料组成与性能关系分析[J].硅酸盐通报,2020,39(1):68-74

,89.

李艳. 高性能纤维增强水泥基复合材料力学性能研究[D]. 西安:西安建筑科技大学,2011.

温丛格. 工程纤维增强水泥基复合材料PVA-ECC力学性能研究[D].焦作:河南理工大学,2015.

Relative Articles

[1]	WANG Wenxu, ZHANG Yingshuo, CHEN Hui, CHENG Chuo, LI Zucheng, ZHANG Fengliang. Experimental and Numerical Analysis Study on the Influence of Environmental Factors on the Temperature Changes of Mass Concrete[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 223-231. doi: 10.3724/j.gyjzG23071013
[2]	SUI Weining, MA Yong, DONG Zheng, WANG Xu, YANG Haitao, XIA Dadong. Experimental Research on Mechanical Properties of Friction-Based Energy Dissipation Device for PC External Wallboards by Bolt Preload[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 54-63. doi: 10.3724/j.gyjzG23030801
[3]	LYU Yuangui, LIU Lizhi, CUI Qi, CAO Chen, YANG Yi. Research on the Influence of Shear Reinforcing Bars on the Seismic Performance of Prefabricated Joints[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 105-111. doi: 10.13204/j.gyjzG21020311
[4]	CHANG Zhaoqun, LIU Boquan, HAN Meng, BAI Tao, XING Guohua, WANG Shuangbing. DESIGN AND NUMERICAL ANALYSIS OF AN INNOVATIVE SELF-CENTERING FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 138-142,221. doi: 10.13204/j.gyjzG20080402
[5]	ZHOU Tiegang, WANG Xin, ZHANG Zaiyu, MA Ben, ZHU Ruizhao, DENG Mingke. EXPERIMENTAL RESEARCH ON ASEISMIC PERFORMANCES OF ROWLOCK WALLS STRENGTHENED WITH ECC[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(9): 132-137. doi: 10.13204/j.gyjzG20061402
[6]	YANG Xiaoqi, WANG Yan, ZHANG Haibin, MA Liwei. RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 151-157,108. doi: 10.13204/j.gyjz202005025
[9]	STUDY OF SEISMIC PERFORMANCE OF SRC COLUMN-SHEAR WALL HYBRID STRUCTURE#br# SYSTEM OF MAIN POWERHOUSE IN LARGE-SCALE THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 92-97.
[10]	Zeng Zhixing, Li Fei, Liang Yangbin. EXPERIMENTAL RESEARCH ON CONCRETE COLUMNS REINFORCED WITH PREFABRICATED CAGE SYSTEM UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 51-55.
[12]	Yang Yong, Wei Chaomou, Zhao Xiangbi, Ye Mingkun. EXPERIMENTAL STUDY OF SEISMIC PERFORMANCE OF BUCKLING-RESTRAINED BRACE WITH IN-LINE STEEL CORE PLATE MADE OF Q235[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 117-121. doi: 10.13204/j.gyjz201310025
[13]	Peng Zejing, Zhang Xun’an, Lian Yeda, Dong Xiaofeng. STUDY ON THE EFFECTS OF PARAMETERS OF ENERGY DISSIPATION DAMPER ON ITS DAMPING PERFORMANCE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 52-56. doi: 10.13204/j.gyjz201307012
[14]	Huang Shenjiang, Liu Bingkang, Ling Qi. SEISMIC BEHAVIOR EXPERIMENT RESEARCHES ON PRESTRESSED FABRICATED PC FRAME CONNECTIONS UNDER PSEUDO DYNAMIC TEST[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 39-43. doi: 10.13204/j.gyjz201112009
[15]	Chen Lin, Zhao Ruirong, Zhou Yun. INFLUENCE OF VERTICAL LOAD ON SHEAR PERFORMANCE OF BUCKLING-RESTRAINED COMPOSITE STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 100-105. doi: 10.13204/j.gyjz201110024
[16]	Li Yan, Hao Jiping, Zhou Qi, Xie Qi, Guo Hongchao. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STEEL PLATE SHEAR WALL WITH UNSTIFFENED WELDED-BOLTED CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 101-106,100. doi: 10.13204/j.gyjz201107023
[17]	Yan Weiming, Zhang Chunke, Peng Lingyun, Yao Yi. A NEW TYPE OF SHEARING LEAD DAMPER AND ITS APPLICATION IN MILL BUILDINGS FOR A THERMAL POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 41-44,49. doi: 10.13204/j.gyjz200807010
[18]	Zhang Congjun, Li Aiqun, Zhao Ming. SUMMARY OF RESEARCH ON AND APPLICATIONS OF PASSIVE ENERGY DISSIPATION SYSTEMS OF MILD STEEL DAMPER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 17-21.

Supplements(0)

Cited By

Cited by

Periodical cited type(6)

1.	乔伟毅，贾青，王正君，唐宁，高家玮. 纳米材料对混凝土力学性能的影响研究. 江苏建材. 2024(01): 9-11 .
2.	刘先南，王珂，李学军. 双掺纳米二氧化钛和秸秆灰对混凝土力学及微观特性试验研究. 混凝土. 2023(06): 125-129+133 .
3.	陈正伟，许桂霞. 冻融循环和盐卤侵蚀作用下复掺纳米混凝土的损伤模型. 材料导报. 2023(S2): 262-267 .
4.	王磊，王元帅，赵燕茹，张建新，白建文. 纳米TiO_2混凝土抗压强度及孔结构试验研究. 内蒙古工业大学学报(自然科学版). 2022(06): 549-555 .
5.	石晓亮，韦京利，张黎昕，谢吉程，陈正. 纳米水泥基材料的抗压强度多因素计算模型. 广西大学学报(自然科学版). 2022(06): 1424-1433 .
6.	刘中坤，王正君，吴昊，陈茜，叶昆河. 防冻剂和纳米材料对负温条件混凝土的影响. 广东建材. 2021(08): 63-65+13 .

Other cited types(8)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (94) PDF downloads(1)