超高性能混凝土增强钢筋混凝土组合柱偏压性能试验研究

刘磊; 何真; 汪鹏; 蔡新华; 孟凡冰; 罗滔

doi:10.13204/j.gyjzG22051009

超高性能混凝土增强钢筋混凝土组合柱偏压性能试验研究

doi: 10.13204/j.gyjzG22051009

刘磊^1,2,
何真^1,3, ,,
汪鹏⁴,
蔡新华¹,
孟凡冰⁴,
罗滔⁴

1. 武汉大学水资源工程与调度全国重点实验室, 武汉 430072;
2. 山东春禾新材料研究院有限公司, 山东日照 276800;
3. 武昌理工学院智能建造学院, 武汉 430040;
4. 西京学院土木工程学院, 西安 710123

基金项目:

国家“973”重点基础研究发展计划资助项目（2015CB655101）；山东省自然科学基金项目（ZR2021ME002）。

详细信息

作者简介:
刘磊，博士研究生，高级工程师，主要从事绿色低碳混凝土材料、超高性能混凝土及组合结构研究， liulei2018@whu.edu.cn。

通讯作者:
何真，工学博士，教授，博士生导师，主要从事水泥化学和先进混凝土材料研究， hezhen@whu.edu.cn。

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出版历程
- 收稿日期: 2022-05-10
- 网络出版日期: 2024-05-29

Experimental Research on Mechanical Properties of UHPC-RC Composite Columns Under Eccentric Compression

LIU Lei^1,2,
HE Zhen^{1,3
, ,},
WANG Peng⁴,
CAI Xinhua¹,
MENG Fanbing⁴,
LUO Tao⁴

1. State Key Laboratory of Water Resources Engineering and Management, Wuhan University, Wuhan 430072, China;
2. Shandong Chunhe New Materials Research Inst. Co., Ltd., Rizhao 276800, China;
3. School of Intelligent Construction, Wuchang University of Technology, Wuhan 430040, China;
4. College of Civil Engineering, Xijing University, Xi'an 710123, China

摘要

摘要: 利用超高性能混凝土（UHPC）等量取代钢筋混凝土（RC）偏压柱受拉侧一定厚度混凝土，制作了8个UHPC-RC组合柱（包括2个RC对比柱），研究偏心距、UHPC层厚度和UHPC层配筋等对组合柱开裂性能、极限承载力和延性的影响规律，结果表明：与对比柱相比，UHPC显著提高了组合柱抗裂性能，不同程度延缓裂缝出现，且受拉区呈典型“多缝开裂”破坏形态；随着UHPC层厚度增加和UHPC层配筋增强，组合柱的极限承载力和延性均不同程度提高；建立了UHPC-RC组合偏压柱的极限承载力计算模型，理论计算值与试验值吻合较好。
- 超高性能混凝土 /
- 组合柱 /
- 偏心受压 /
- 抗裂性能 /
- 极限承载力
Abstract: Eight UHPC-RC (ultra-high performance concrete-reinforced concrete) composite columns (including two RC contrast columns) were fabricated by using ultra-high performance concrete (UHPC) to replace certain thickness of ordinary concrete on the tensile zone of reinforced concrete (RC) columns. The influence of eccentricity, UHPC layer thickness and UHPC layers with or without steel bars on cracking performance, ultimate bearing capacity and ductility of composite columns was studied. The results showed that UHPC layers significantly improved the crack resistance of RC columns, delayed the occurrence of cracks to different degrees, and presented the typical multi-cracks on the tensile side of UHPC-RC composite columns. The ultimate bearing capacity and ductility of UHPC-RC composite columns were improved to various extends, with the increase of UHPC layer thickness and combination of UHPC layers and steel reinforcing bars (R-UHPC). The formula of calculating the ultimate bearing capacity of UHPC-RC composite columns was proposed, and it showed a good agreement between the calculated values and the experimental results.
- ultra-high performance concrete(UHPC) /
- composite column /
- eccentric compression /
- crack resistance /
- ultimate bearing capacity

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参考文献(20)

[1]	赵筠,师海霞,路新瀛.超高性能混凝土基本性能与试验方法[M].北京:中国建材工业出版社, 2019.
[2]	TAYEH B A, BAKAR B H A, JOHARI M A M, et al. Mechanical and permeability properties of the interface between normal concrete substrate and ultra high performance fiber concrete overlay[J]. Construction and Building Materials, 2012, 36:538-548.
[3]	KIM S, YOO D Y, KIM M J, et al. Self-healing capability of ultra-high-performance fiber-reinforced concrete after exposure to cryogenic temperature[J/OL]. Cement and Concrete Composites, 2019, 104[2019-06-03]. https://doi.org/10.1016/j.cemconcomp.2019.103335.
[4]	BRÜHWILER E, DENARIÉ E. Rehabilitation of concrete structures using ultra-high performance fibre reinforced concrete[C]//2nd International Symposium on Ultra-high Performance Concrete. Kassel, Germany:2008.
[5]	BRÜHWILER E, DENARIÉ E. Rehabilitation and strengthening of concrete structures using ultra-high performance fibre reinforced concrete[J]. Structural Engineering International, 2013, 23(4):450-457.
[6]	BRÜHWILER E. UHPFRC technology to enhance the performance of existing concrete bridges[J]. Structure and Infrastructure Engineering, 2019, 16(1):450-457.
[7]	HABEL K, DENARIÉ E, BRÜHWILER E. Structural response of elements combining ultrahigh-performance fiber-reinforced concretes and reinforced concrete[J]. Journal of Structural Engineering, 2006, 132(11):1793-1800.
[8]	NOSHIRAVANI T, BRÜHWILER E. Experimental investigation on reinforced ultra-high-performance fiber-reinforced concrete composite beams subjected to combined bending and shear[J]. ACI Structural Journal, 2013, 110(2):251-261.
[9]	NOSHIRAVANI T, BRÜHWILER E. Analytical model for predicting response and flexure-shear resistance of composite beams combining reinforced ultrahigh performance fiberreinforced concrete and reinforced concrete[J/OL]. Journal of Structural Engineering, 2014, 140(6)[2014-06-01]. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000902.
[10]	MURTHY A R, KARIHALOO B L, PRIYA D S. Flexural behavior of RC beams retrofitted with ultra-high strength concrete[J]. Construction and Building Materials, 2018, 175:815-824.
[11]	SAFDAR M, MATSUMOTO T, KAKUMA K. Flexural behavior of reinforced concrete beams repaired with ultra-high performance fiber reinforced concrete (UHPFRC)[J]. Composite Structures, 2016, 157:448-460.
[12]	ZINGAILA T, AUGONIS M, ARRUDA M R T, et al. Experimental and numerical analysis of flexural concreteUHPFRC/RC composite members[J]. Mechanika, 2017, 23(2):182-189.
[13]	梁兴文,汪萍,徐明雪,等.免拆UHPC模板RC梁受弯性能试验及承载力分析[J].工程力学, 2019, 36(9):95-107.
[14]	PASCHALIS S A, LAMPROPOULOS A P, TSIOULOU O. Experimental and numerical study of the performance of ultra high performance fiber reinforced concrete for the flexural strengthening of full scale reinforced concrete members[J]. Construction and Building Materials, 2018, 186:351-366.
[15]	王春生,王世超,赵涛,等.钢-UHPFRC组合加固足尺混凝土T梁抗弯承载性能试验[J].长安大学学报(自然科学版), 2018, 38(6):121-130.
[16]	BASTIEN-MASSE M, BRÜHWILER E. Experimental investigation on punching resistance of R-UHPFRC-RC composite slabs[J]. Materials and Structures, 2016, 49:1573-1590.
[17]	BASTIEN-MASSE M, BRÜHWILER E. Composite model for predicting the punching resistance of R-UHPFRC-RC composite slabs[J]. Engineering Structures, 2016, 117:603-616.
[18]	FARZAD M, SHAFIEIFAR M, AZIZINAMINI A. Retrofitting of bridge columns using UHPC[J/OL]. Journal of Bridge Engineering, 2019, 24(12)[2019-12-01]. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001497.
[19]	卜良桃,朱健,陶剑剑,等.活性粉末混凝土加固高强混凝土小偏压柱试验研究[J].建筑结构, 2014, 44(11):14-19.
[20]	马恺泽,马煜东,刘伯权.超高性能混凝土柱偏心受压性能试验研究[J].工程科学与技术, 2018, 50(3):206-213.