|本期目录/Table of Contents|

[1]杜修力,张建伟,符佳,等.钢筋混凝土构件的尺寸效应研究进展及展望[J].建筑科学与工程学报,2009,26(03):14-19.
 DU Xiu-li,ZHANG Jian-wei,FU Jia,et al.Research Progress and Prospect of Size Effect on Reinforced Concrete Members[J].Journal of Architecture and Civil Engineering,2009,26(03):14-19.
点击复制

钢筋混凝土构件的尺寸效应研究进展及展望(PDF)
分享到:

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

卷:
26卷
期数:
2009年03期
页码:
14-19
栏目:
出版日期:
2009-09-20

文章信息/Info

Title:
Research Progress and Prospect of Size Effect on Reinforced Concrete Members
作者:
杜修力张建伟符佳李振宝
北京工业大学城市与工程安全减灾省部共建教育部重点实验室,北京100124
Author(s):
DU Xiu-li, ZHANG Jian-wei, FU Jia, LI Zhen-bao
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China
关键词:
钢筋混凝土构件 尺寸效应 破坏试验 力学性能 综述
Keywords:
RC member size effect destruction test mechanical behavior summary
分类号:
TU375
DOI:
-
文献标志码:
A
摘要:
为提高大尺寸钢筋混凝土构件设计的合理性,对各国钢筋混凝土构件的尺寸效应研究现状进行了综述与分析,并重点介绍了混凝土强度、钢筋混凝土梁和钢筋混凝土柱的尺寸效应试验研究成果; 在归纳总结的基础上,对钢筋混凝土构件尺寸效应研究的发展进行了展望,建议了进行涵盖大尺寸混凝土构件破坏试验的尺寸效应研究方案。
Abstract:
In order to improve the rationality of design of reinforced concrete(RC)members, the size effect covering large size of RC members at home and abroad should be considered. The state-of-the-art of studies on size effect of RC members was summarized and analyzed. The results of size effect experimental studies about concrete intensity, RC beam and RC column were introduced emphatically. Based on the summaries of previous research, the research progress and prospect of size effect on RC members was introduced. Finally, a research plan of size effect covering large size of concrete members destruction tests was suggested.

参考文献/References:

[1] BAZANT Z,CHEN E P.结构破坏的尺度律[J].力学进展,1999,29(3):383-433. BAZANT Z,CHEN E P.Scaling of Structural Failure[J].Advances in Mechanics,1999,29(3):383-433.
[2]黄海燕,张子明.混凝土的尺寸效应[J].混凝土,2004(3):8-9. HUANG Hai-yan,ZHANG Zi-ming.Size Effect in Concrete[J].Concrete,2004(3):8-9.
[3]黄海燕,张子明.混凝土的统计尺寸效应[J].河海大学学报:自然科学版,2004,32(3):291-294. HUANG Hai-yan,ZHANG Zi-ming.Statistical Size Effect of Concrete[J].Journal of Hohai University:Natural Sciences,2004,32(3):291-294.
[4]钱觉时,黄煜镔.混凝土强度尺寸效应的研究进展[J].混凝土与水泥制品,2003(3):1-5. QIAN Jue-shi,HUANG Yu-bin.Review of Size Effect on Strength of Concrete[J].China Concrete and Cement Products,2003(3):1-5.
[5]MALHOTRA V M.Are 4×8 Inch Concrete Cylinders as Good as 6×12 Inch Cylinders for Quality Control of Concrete?[J].ACI Structural Journal,1976,73(1):33-36.
[6]SABINS G M,MIRZA S M.Size Effects in Model Concrete[J].Journal of the Structural Division,1979,105(6):1007-1020.
[7]LESSARD M,CHAALLAL O,AITCIN P C.Testing High Strength Concrete Compressive Strength[J].ACI Materials Journal,1993,90(4):303-308.
[8]中国土木工程学会高强混凝土委员会.高强混凝土结构设计与施工指南[M].北京:中国建筑工业出版社,1994. High-strength Concrete Committee of China Civil Engineering Society.Design and Contruction Direction to High Strength Concrete Structures[M].Beijing:China Architecture & Building Press,1994.
[9]黄煜镔.混凝土脆性与力学参数的尺寸效应及其相互关系的研究[D].重庆:重庆大学,2002. HUANG Yu-bin.Study on Brittleness and Size Effect of Mechanical Parameters of Concrete and Their Correlation[D].Chongqing:Chongqing University,2002.
[10]MALHOTRA V M.Effect of Specimen Size on Tensile Strength of Concrete[J].Amer Concrete Inst,1970,67(6):467-469.
[11]姜福田.混凝土力学性能与测定[M].北京:中国铁道出版社,1989. JIANG FU-tian.Mechanical Properties of Concrete and Its Measurment[M].Beijing:China Railway Publishing House,1989.
[12]CARPINTERI A,FERRO G.Scaling Behaviour and Dual Renormalization of Experimental Tensile Softening Responses[J].Material and Structure,1998,31(5):303-309.
[13]CARPINTERI A.Decrease of Apparent Tensile and Bending Strength with Specimen Size:Two Different Explanations Based on Fracture Mechanics[J].International Jounrnal of Solids and Structure,1989,25(4):407-429.
[14]CARPINTERI A,FERRO G.Apparent Tensile Strength and Fictitious Fracture Energy of Concrete:a Fractal Geometry Approach to Related Size Effects[C]//ROSSMANITH H P.Fracture and Damage of Concrete and Rock:FDCR-2.London:Taylor & Francis,1993:86-94.
[15]SOLTANI M,AN X H,MAEKAWA K.Localized Nonlinearity and Size-dependent Mechanics of In-plane RC Element in Shear[J].Engineering Structures,2005,27(6):891-908.
[16]CARPINTERI A,FERRO G,VENTURA G.Size Effects on Flexural Response of Reinforced Concrete Elements with a Nonlinear Matrix[J].Engineering Fracture Mechanics,2003,70(7/8):995-1013.
[17]AICA N,ALEXANDER S D B,MACGREGOR J G.Effect of Size on Flexural Behavior of High-strength Concrete Beams[J].ACI Structural Journal,1997,94(1):59-67.
[18]BAZANT Z P,KAZEMI M T.Size Effect on Diagonal Shear Failure of Beams Without Stirrups[J].ACI Structural Journal,1991,88(3):268-276.
[19]ORETA A W C.Simulating Size Effect on Shear Strength of RC Beams Without Stirrups Using Neural Networks[J].Engineering Structures,2004,26(5):681-691.
[20]KANI G N J.How Safe Are Our Large Reinforced Concrete Beams[J].ACI Journal Proceedings,1967,64(3):128-141.
[21]TAYLOR H P J.Shear Strength of Large Beams[J].Journal of the Structural Division,1972,98(11):2473-2490.
[22]WEISS W J,GULER K,SHAH S P.Localization and Size-dependent Response of Reinforced Concrete Beams[J].ACI Structural Journal,2001,98(5):686-695.
[23]RIOS R D,RIERA J D.Size Effects in the Analysis of Reinforced Concrete Structures[J].Engineering Structures,2004,26(8):1115-1125.
[24]INCE R,ARSLAN A,KARIHALOO B L.Lattice Modelling of Size Effect in Concrete Strength[J].Engineering Fracture Mechanics,2003,70(16):2307-2320.
[25]SHIOYA T,IGURO M,NOJIRI Y,et al.Shear Strength of Large Reinforced Concrete Beams[C]//LI V C,BAZANT Z P.Fracture Mechanics:Applications to Concrete.Detroit:ACI,1989:259-279.
[26]COLLINS M P,KUCHMA D.How Safe Are Our Large,Lightly Reinforced Concrete Beams,Slabs,and Footings?[J].ACI Structural Journal,1999,96(4):482-490.
[27]BAZANT Z P,YU Q.Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups:I.Formulation[J].Journal of Structural Engineering,2005,131(12):1877-1885.
[28]BAZANT Z P,YU Q.Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups:II.Verification and Calibration[J].Journal of Structural Engineering,2005,131(12):1886-1897.
[29]ACI 318-99,Building Code Requirements for Reinforced Concrete[S].
[30]FROSCH R J.Behavior of Large-scale Reinforced Concrete Beams with Minimum Shear Reinforcement[J].ACI Structural Journal,2000,97(6):814-820.
[31]JOHNSON M K,RAMMIREZ J A.Minimum Shear Reinforcement in Beams with Higher-strength Concrete[J].ACI Structural Journal,1989,86(4):376-382.
[32]BASE Y H,LEE J H,YOON Y S.Prediction of Shear Strength in High-strength Concrete Beams Considering Size Effect[J].Magazine of Concrete Research,2006,58(4):193-200.
[33]ANGELAKOS D,BENTZ E C,COLLINS M P.Effect of Concrete Strength and Minimum Stirrups on Shear Strength Large Members[J].ACI Structural Journal,2001,98(3):290-299.
[34]SHIN S W,LEE L S,MOON J I,et al.Shear Strength of Reinforced High-strength Concrete Beams with Shear Span-to-depth Ratios Between 1.5 and 2.5[J].ACI Structural Journal,1999,96(4):549-556.
[35]TAN K H,LU HY,TENG S.Size Effect in Large Prestressed Concrete Deep Beams[J].ACI Structural Journal,1999,96(6):937-946.
[36]CHANA P S.Some Aspects of Modelling the Behaviour of Reinforced Concrete Under Shear Loading[R].London:Cement and Concrete Association,1981.
[37]BAZANT Z P,KWON Y W.Failure of Slender and Stocky Reinforced Concrete Columns:Tests of Size Effect[J].Materials and Structures,1994,27(2):79-90.
[38]BROCCA M,BAZANT Z P.Size Effect in Concrete Columns:Finite-element Analysis with Microplane Model[J].Journal of Structural Engineering,2001,127(12):1382-1390.
[39]NEMECEK J,BITTNAR Z.Experimental Investigation and Numerical Simulation of Post-peak Behavior and Size Effect of Reinforced Concrete Columns[J].Materials and Structures,2004,37(3):161-169.
[40]SENE S,BARR B I G,ABUSIAF H F.Size Effect in Axially Loaded Reinforced Concrete Columns[J].Journal of Structural Engineering,2004,130(4):662-670.
[41]LU Y,VINTZILEOU E,ZHANG G F,et al.Reinforced Concrete Scaled Columns Under Cyclic Actions[J].Soil Dynamics and Earthquake Engineering,1999,18(2):151-167.

相似文献/References:

[1]魏巍巍,贡金鑫,田磊.钢筋混凝土构件受剪承载力对比分析[J].建筑科学与工程学报,2010,27(02):25.
 WEI Wei-wei,GONG Jin-xin,TIAN Lei.Comparative Analysis of Shear Capacity for Reinforced Concrete Members[J].Journal of Architecture and Civil Engineering,2010,27(03):25.
[2]田磊,贡金鑫,魏巍巍.钢筋混凝土构件受扭承载力对比分析[J].建筑科学与工程学报,2010,27(04):57.
 TIAN Lei,GONG Jin-xin,WEI Wei-wei.Comparative Analysis of Torsional Capacity for Reinforced Concrete Members[J].Journal of Architecture and Civil Engineering,2010,27(03):57.
[3]王作虎,刘晶波,杜修力.FRP加固钢筋混凝土结构尺寸效应的研究进展[J].建筑科学与工程学报,2011,28(03):49.
 WANG Zuo-hu,LIU Jing-bo,DU Xiu-li.Research Progress of Size Effect on Reinforced Concrete Structures Strengthened with FRP[J].Journal of Architecture and Civil Engineering,2011,28(03):49.
[4]霍静思,杨鑫鑫,李 智.考虑初始荷载的火灾后RC柱抗震性能[J].建筑科学与工程学报,2019,36(05):21.
 HUO jing-si,YANG Xin-xin,LI Zhi.Seismic Performance of Post-fire RC Columns with Pre-load[J].Journal of Architecture and Civil Engineering,2019,36(03):21.
[5]周宏宇,袁 慧,邢晓帅,等.钢筋混凝土柱轴心受压动态破坏尺寸效应[J].建筑科学与工程学报,2019,36(05):62.
 ZHOU Hong-yu,YUAN Hui,XING Xiao-shuai,et al.Size Effect of Dynamic Failure of Reinforced Concrete Column Under Axial Compression[J].Journal of Architecture and Civil Engineering,2019,36(03):62.
[6]张国军.高强混凝土框架柱截面尺寸效应的变化规律[J].建筑科学与工程学报,2019,36(05):119.
 ZHANG Guo-jun.Variation Rules of Cross-section Size Effect of High-strength Concrete Frame Column[J].Journal of Architecture and Civil Engineering,2019,36(03):119.
[7]闫维明,孔令旭,慈俊昌,等.大径宽比钢管混凝土叠合柱轴压试验[J].建筑科学与工程学报,2020,37(06):21.
 YAN Wei-ming,KONG Ling-xu,CI Jun-chang,et al.Experiment on Axial Compression of Concrete Filled Steel Tube Composite Columns with Large Diameter Width Ratio[J].Journal of Architecture and Civil Engineering,2020,37(03):21.

备注/Memo

备注/Memo:
收稿日期:2009-06-02
基金项目:国家自然科学基金重点项目(50838001); 北京市优秀人才培养项目(20081D0501500182)
作者简介:杜修力(1963-),男,四川广安人,教授,博士研究生导师,工学博士,博士后,E-mail:duxiuli@bjut.edu.cn。
更新日期/Last Update: 2009-09-20