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Research Progress on Compressive Behavior of Stirrup-confined Ultra-high Performance Concrete Columns(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2020年01期
Page:
14-25
Research Field:
Publishing date:

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Title:
Research Progress on Compressive Behavior of Stirrup-confined Ultra-high Performance Concrete Columns
Author(s):
DENG Zong-cai;  YAO Jun-suo
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China)
Keywords:
ultra-high performance concrete column;  compressive behavior;  research progress;  stirrup-confined;  axial compression;  eccentric compression
PACS:
TU375.3
DOI:
10.19815/j.jace.2019.01046
Abstract:
In order to study the compressive behavior and structural design method of stirrup-confined ultra-high performance concrete(UHPC)columns, the research and development of confined concrete columns were summarized and analyzed, and six simplified constitutive models of confined concrete were discussed. The latest research results of axial compression and eccentric compression characteristics of stirrup-confined UHPC short and long columns at home and abroad were mainly introduced, and the main factors affecting the compressive characteristics of columns were analyzed. The existing problems in the current research were discussed, and the future research direction of the stirrup-confined UHPC columns was prospected. The results show that the present research mainly focuses on the axial compressive behavior of UHPC short columns confined with normal-strength stirrups. The stirrup-confined UHPC columns require more confinement to fully utilize the high-performance of UHPC, and the ductility of the members can be significantly improved. The steel fiber can delay the cracking of cover concrete, restrain the shedding of cover concrete, and improve the stability of components against damage. It has synergistic effect with stirrups and can exert restraint effect together. It is suggested that the fiber characteristics should be taken into account in the design of UHPC members so as to reduce the reinforcement allocation appropriately. Under the action of axial compression, the calculation model of bearing capacity of normal-strength concrete short columns can be conservatively used as a reference for the bearing capacity calculation of stirrup-confined UHPC short columns. The constitutive model of stirrup-confined normal or high-strength concrete cannot accurately evaluate the axial compressive characteristics of the stirrup-confined UHPC columns. It is recommended to build a constitutive model of the stirrup-confined UHPC columns with high prediction accuracy.

References:

[1] 覃维祖,曹 峰.一种超高性能混凝土——活性粉末混凝土[J].工业建筑,1999,29(4):16-18.
QIN Wei-zu,CAO Feng.A New Ultra-high Performance Concrete-reactive Powder Concrete[J].Industrial Construction,1999,29(4):16-18.
[2]陈宝春,季 韬,黄卿维,等.超高性能混凝土研究综述[J].建筑科学与工程学报,2014,31(3):1-24.
CHEN Bao-chun,JI Tao,HUANG Qing-wei,et al.Review of Research on Ultra-high Performance Concrete[J].Journal of Architecture and Civil Engineering,2014,31(3):1-24.
[3]SHIN H O,MIN K H,MITCHELL D.Confinement of Ultra-high-performance Fiber Reinforced Concrete Columns[J].Composite Structures,2017,176:124-142.
[4]YANG X,ZOHREVAND P,MIRMIRAN A.Behavior of Ultrahigh-performance Concrete Confined by Steel[J].Journal of Materials in Civil Engineering,2016,28(10):04016113.
[5]RICHART F E,BRANDTZAEG A,BROWN R L.The Failure of Plain and Spirally Reinforced Concrete in Compression[R].Urbana Champaign:University of Illinois at Urbana Champaign,1929.
[6]CHAN W W L.The Ultimate Strength and Deformation of Plastic Hinges in Reinforced Concrete Frameworks[J].Magazine of Concrete Research,1955,7(21):121-132.
[7]SHEIKH S A.A Comparative Study of Confinement Models[J].ACI Journal,1982,79(4):296-306.
[8]SOLIMAN M T M,YU C W.The Flexural Stress-strain Relationship of Concrete Confined by Rectangular Transverse Reinforcement[J].Magazine of Concrete Research,1967,19(61):223-238.
[9]SHAH S P,FAFITIS A,ARNOLD R.Cyclic Loading of Spirally Reinforced Concrete[J].Journal of Structural Engineering,1983,109(7):1695-1710.
[10]KENT D C,PARK R.Flexural Members with Confined Concrete[J].Journal of the Structural Division,1971,97(7):1969-1990.
[11]VALLENAS J,BERTERO V V,POPOV E P.Concrete Confined by Rectangular Hoops and Subjected to Axial Loads[R].Washington DC:NASA,1977.
[12]POPOVICS S.A Numerical Approach to the Complete Stress-strain Curve of Concrete[J].Cement and Concrete Research,1973,3(5):583-599.
[13]SHEIKH S A,UZUMERI S M.Analytical Model for Concrete Confinement in Tied Columns[J].Journal of the Structural Division,1982,108(12):2703-2722.
[14]MANDER J B,PRIESTLEY M J N,PARK R.Theoretical Stress-strain Model for Confined Concrete[J].Journal of Structural Engineering,1988,114(8):1804-1826.
[15]过镇海,张秀琴.混凝土在反复荷载作用下的应力-应变全曲线[J].工业建筑,1981,11(9):14-17,13.
GUO Zhen-hai,ZHANG Xiu-qin.Stress-strain Complete Curve of Concrete Under Cyclic Loading[J].Industrial Construction,1981,11(9):14-17,13.
[16]过镇海,张秀琴,张达成,等.混凝土应力-应变全曲线的试验研究[J].建筑结构学报,1982,3(1):1-12.
GUO Zhen-hai,ZHANG Xiu-qin,ZHANG Da-cheng,et al.Experimental Investigation of the Complete Stress-strain Curve of Concrete[J].Journal of Building Structures,1982,3(1):1-12.
[17]张秀琴,过镇海,王传志.反复荷载下箍筋约束混凝土的应力-应变全曲线方程[J].工业建筑,1985,15(12):16-20.
ZHANG Xiu-qin,GUO Zhen-hai,WANG Chuan-zhi.Stress-strain Complete Curve Equation of Concrete Confined with Stirrups Under Cyclic Loading[J].Industrial Construction,1985,15(12):16-20.
[18]过镇海.钢筋混凝土原理[M].3版.北京:清华大学出版社,2013.
GUO Zhen-hai.Principles of Reinforced Concrete[M].3rd ed.Beijing:Tsinghua University Press,2013.
[19]戴自强,陆继贽,张祖光,等.约束混凝土柱强度和变形的试验研究[J].天津大学学报:自然科学与工程技术版,1984,17(4):16-24.
DAI Zi-qiang,LU Ji-zhi,ZHANG Zu-guang,et al.Research on the Strength and the Deformation Behavior of Confined Concrete Columns[J].Journal of Tianjin University:Science and Technology,1984,17(4):16-24.
[20]戴自强,陆继贽,张祖光,等.高强约束混凝土短柱强度研究[J].天津大学学报:自然科学与工程技术版,1988,21(2):109-115.
DAI Zi-qiang,LU Ji-zhi,ZHANG Zu-guang,et al.Research on the Strength of Confined High-strength Concrete Short Columns[J].Journal of Tianjin University:Science and Technology,1988,21(2):109-115.
[21]NAGASHIMA T,SUGANO S,KIMURA H,et al.Monotonic Axial Compression Test on Ultra-high-strength Concrete Tied Columns[C]//RANGUELOV B,HOUSNER G.Proceedings of 10th World Conference on Earthquake Engineering.Madrid:International Association for Earthquake Engineering,1992:2983-2988.
[22]CUSSON D,PAULTRE P.High-strength Concrete Columns Confined by Rectangular Ties[J].Journal of Structural Engineering,1994,120(3):783-804.
[23]CUSSON D,PAULTRE P.Stress-strain Model for Confined High-strength Concrete[J].Journal of Structural Engineering,1995,121(3):468-477.
[24]支运芳,牛绍仁,张义琢.箍筋约束高强砼短柱受力性能的试验研究[J].土木与环境工程学报,1996,18(2):53-60.
ZHI Yun-fang,NIU Shao-ren,ZHANG Yi-zuo.Experimental Research on Mechanical Behavior of High-strength Concrete Short Columns Confined with Stirrups[J].Journal of Civil and Environmental Engineering,1996,18(2):53-60.
[25]RAZVI S R,SAATCIOGLU M.Strength and Deformability of Confined High-strength Concrete Columns[J].ACI Structural Journal,1994,91(6):678-687.
[26]SAATCIOGLU M,RAZVI S R.High-strength Concrete Columns with Square Sections Under Concentric Compression[J].Journal of Structural Engineering,1998,124(12):1438-1447.
[27]RAZVI S R,SAATCIOGLU M.Circular High-strength Concrete Columns Under Concentric Compression[J].ACI Structural Journal,1999,96(5):817-826.
[28]RAZVI S,SAATCIOGLU M.Confinement Model for High-strength Concrete[J].Journal of Structural Engineering,1999,125(3):281-289.
[29]LIU J,FOSTER S J,ATTARD M M.Strength of Tied High-strength Concrete Columns Loaded in Concentric Compression[J].ACI Structural Journal,2000,97(1):149-156.
[30]钱稼茹,程丽荣,周栋梁.普通箍筋约束混凝土柱的中心受压性能[J].清华大学学报:自然科学版,2002,42(10):1369-1373.
QIAN Jia-ru,CHENG Li-rong,ZHOU Dong-liang.Behavior of Axially Loaded Concrete Columns Confined with Ordinary Hoops[J].Journal of Tsinghua University:Science and Technology,2002,42(10):1369-1373.
[31]LEGERON F,PAULTRE P.Uniaxial Confinement Model for Normal- and High-strength Concrete Columns[J].Journal of Structural Engineering,2003,129(2):241-252.
[32]TAN T H,NGUYEN N B.Flexural Behavior of Confined High-strength Concrete Columns[J].ACI Structural Journal,2005,102(2):198-205.
[33]史庆轩,杨 坤,刘维亚,等.高强箍筋约束高强混凝土轴心受压力学性能试验研究[J].工程力学,2012,29(1):141-149.
SHI Qing-xuan,YANG Kun,LIU Wei-ya,et al.Experimental Study on Mechanical Behavior of High Strength Concrete Confined by High-strength Stirrups Under Concentric Loading[J].Engineering Mechanics,2012,29(1):141-149.
[34]杨 坤,史庆轩,王秋维,等.高强箍筋约束混凝土轴心受压性能分析[J].西安建筑科技大学学报:自然科学版,2009,41(2):161-167,172.
YANG Kun,SHI Qing-xuan,WANG Qiu-wei,et al.Finite Element Analysis of Axially Loaded Concrete Square Columns Confined by High-strength Lateral Ties[J].Journal of Xi'an University of Architecture and Technology:Natural Science Edition,2009,41(2):161-167,172.
[35]杨 坤,史庆轩,赵均海,等.高强箍筋约束高强混凝土本构模型研究[J].土木工程学报,2013,46(1):34-41.
YANG Kun,SHI Qing-xuan,ZHAO Jun-hai,et al.Study on the Constitutive Model of High-strength Concrete Confined by High-strength Stirrups[J].China Civil Engineering Journal,2013,46(1):34-41.
[36]史庆轩,王 南,田 园,等.高强箍筋约束高强混凝土轴心受压应力-应变全曲线研究[J].建筑结构学报,2013,34(4):144-151.
SHI Qing-xuan,WANG Nan,TIAN Yuan,et al.Study on Stress-strain Relationship of High-strength Concrete Confined with High-strength Stirrups Under Axial Compression[J].Journal of Building Structures,2013,34(4):144-151.
[37]史庆轩,王 南,王秋维,等.高强箍筋约束高强混凝土轴心受压本构关系研究[J].工程力学,2013,30(5):131-137.
SHI Qing-xuan,WANG Nan,WANG Qiu-wei,et al.Uniaxial Compressive Stress-strain Model for High-strength Concrete Confined with High-strength Lateral Ties[J].Engineering Mechanics,2013,30(5):131-137.
[38]史庆轩,戎 翀,张 婷,等.约束混凝土实用本构关系模型[J].建筑材料学报,2017,20(1):49-54.
SHI Qing-xuan,RONG Chong,ZHANG Ting,et al.A Practical Stress-strain Model for Confined Concrete[J].Journal of Building Materials,2017,20(1):49-54.
[39]胡 钟.高强箍筋约束高强混凝土柱在轴压下的力学性能研究[D].大连:大连理工大学,2010.
HU Zhong.Studies on the Behavior of High-strength Concrete Columns with High-strength Transverse Reinforcement Under Concentric Compression[D].Dalian:Dalian University of Technology,2010.
[40]宋 佳,李振宝,杜修力.约束混凝土轴心抗压强度计算方法[J].混凝土,2012(7):10-12.
SONG Jia,LI Zhen-bao,DU Xiu-li.Calculation Method for Ultimate Strength of Reinforcement Confined Concrete Under Axial Loading[J].Concrete,2012(7):10-12.
[41]赵作周,张石昂,贺小岗,等.箍筋约束高强混凝土受压应力-应变本构关系[J].建筑结构学报,2014,35(5):96-103.
ZHAO Zuo-zhou,ZHANG Shi-ang,HE Xiao-gang,et al.Stress-strain Relationship of Stirrup-confined High-strength Concrete[J].Journal of Building Structures,2014,35(5):96-103.
[42]周文峰,鲁 瑛.约束混凝土文献综述[J].四川建筑科学研究,2007,33(3):144-146,168.
ZHOU Wen-feng,LU Ying.The Summarization of Literature of Confined Concrete[J].Sichuan Building Science,2007,33(3):144-146,168.
[43]HOSINIEH M M,AOUDE H,COOK W D,et al.Behavior of Ultra-high Performance Fiber Reinforced Concrete Columns Under Pure Axial Loading[J].Engineering Structures,2015,99:388-401.
[44]HEIMANN M,SCHMIDT H,TRAN N L,et al.Reliability of Highly Stressed UHPC-columns[J].Beton-und Stahlbetonbau,2013,108(1):2-12.
[45]AARUP B,JENSEN L R,APS H C,et al.Slender CRC Columns[J].Nordic Concr Res,2005,34:80-97.
[46]SUGANO S,KIMURA H,SHIRAI K.Study of New RC Structures Using Ultra-high-strength Fiber-reinforced Concrete(UFC)— The Challenge of Applying 200 MPa UFC to Earthquake Resistant Building Structures[J].Journal of Advanced Concrete Technology,2007,5(2):133-147.
[47]EMPELMANN M,TEUTSCH M,STEVEN G.Load-bearing Behavior of Centrically Loading UHPFRC Columns[C]//FEHLING E,SCHMIDT M,STURWALD S.Proceedings of the Second International Symposium on Ultra High Performance Concrete.Kassel:University of Kassel,2008:521-528.
[48]EMPELMANN M,TEUTSCH M,STEVEN G.Expanding the Application Range of RC-columns by the Use of UHPC[C]//WALRAVEN J C,STOELHORST D.Tailor Made Concrete Structures.London:CRC Press,2008:461-468.
[49]STEVEN G,EMPELMANN M.UHPFRC-columns with High-strength Longitudinal Reinforcement[J].Beton-und Stahlbetonbau,2014,109(5):344-354.
[50]RIDHA M M S,ALI T K M,ABBAWI Z W.Behavior of Axially Loaded Reactive Powder Concrete Columns[J].Journal of Engineering and Sustainable Development,2013,17(2):193-209.
[51]MIN K H,CHOI H S.A Study for Application of 180 MPa Ultra High Performance Concrete to Compressive Members[J].Journal of the Korea Academia-industrial Cooperation Society,2015,16(7):4930-4935.
[52]SHIN H O,MIN K H,MITCHELL D.Uniaxial Behavior of Circular Ultra-high-performance Fiber-reinforced Concrete Columns Confined by Spiral Reinforcement[J].Construction and Building Materials,2018,168:379-393.
[53]MALIK A R,FOSTER S J.Behaviour of Reactive Powder Concrete Columns Without Steel Ties[J].Journal of Advanced Concrete Technology,2008,6(2):377-386.
[54]AL-AZZAWI A A,ALI A S.Prediction of Compressive Strength and Ultimate Loads for Reactive Powder Concrete Columns[J].International Journal of Engineering Sciences,2015,4(3):28-38.
[55]刘 畅.活性粉末混凝土偏心受压构件破坏机理的试验研究[D].北京:北京交通大学,2012.
LIU Chang.Experimental Study on Failure Mechanism of Reactive Powder Concrete Members Under Eccentric Compression[D].Beijing:Beijing Jiaotong University,2012.
[56]康 佩.活性粉末混凝土构件在受弯、受剪、受压状态下的设计计算方法[D].北京:北京交通大学,2012.
KANG Pei.Design Calculation Methods of Reactive Powder Concrete Elements Under the States of Bending,Shearing and Compression[D].Beijing:Beijing Jiaotong University,2012.
[57]刘冬明.RPC混凝土轴心受压柱试验研究及可靠度分析[D].长沙:湖南大学,2015.
LIU Dong-ming.Experimental Study and Reliability Analysis of Reactive Powder Concrete Columns Under Uniaxial Compression[D].Changsha:Hunan University,2015.
[58]唐昌辉,刘冬明.活性粉末混凝土柱轴心受压试验研究[J].中国科技论文,2016,11(1):7-11.
TANG Chang-hui,LIU Dong-ming.Experimental Study on Reactive Powder Concrete Columns Under Uniaxial Compression[J].China Sciencepaper,2016,11(1):7-11.
[59]施成华,马 辉,龙广成,等.活性粉末混凝土偏压构件受力性能试验研究[J].现代隧道技术,2017,54(5):192-199,216.
SHI Cheng-hua,MA Hui,LONG Guang-cheng,et al.Mechanical Property Test for Reactive Powder Concrete Columns Under Eccentric Compression[J].Modern Tunnelling Technology,2017,54(5):192-199,216.
[60]SHI C H,LONG M,CAO C Y,et al.Mechanical Property Test and Analytical Method for Reactive Powder Concrete Columns Under Eccentric Compression[J].KSCE Journal of Civil Engineering,2017,21(4):1307-1318.
[61]HUNG C C,HU F Y,YEN C H.Behavior of Slender UHPC Columns Under Eccentric Loading[J].Engineering Structures,2018,174:701-711.
[62]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):201-208.
MA Kai-ze,MA Yu-dong,LIU Bo-quan.Experimental Study on Eccentric Compression Behavior of Ultra-high Performance Concrete Columns[J].Advanced Engineering Sciences,2018,50(3):201-208.
[63]CHUNG H S,YANG K H,LEE Y H,et al.Strength and Ductility of Laterally Confined Concrete Columns[J].Canadian Journal of Civil Engineering,2002,29(6):820-830.
[64]HONG K N,HAN S H.Stress-strain Model of High-strength Concrete Confined by Rectangular Ties[J].KSCE Journal of Civil Engineering,2005,9(3):225-232.
[65]GB 50010—2010,混凝土结构设计规范[S].
GB 50010—2010,Code for Design of Concrete Structures[S].
[66]陈宝春,韦建刚,苏家战,等.超高性能混凝土应用进展[J].建筑科学与工程学报,2019,36(2):10-20.
CHEN Bao-chun,WEI Jian-gang,SU Jia-zhan,et al.State-of-the-art Progress on Application of Ultra-high Performance Concrete[J].Journal of Architecture and Civil Engineering,2019,36(2):10-20.

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Last Update: 2020-01-13