|Table of Contents|

Research Progress and Prospect of Size Effect on Reinforced Concrete Members(PDF)

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

Issue:
2009年03期
Page:
14-19
Research Field:
Publishing date:
2009-09-20

Info

Title:
Research Progress and Prospect of Size Effect on Reinforced Concrete Members
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
Keywords:
RC member;  size effect;  destruction test;  mechanical behavior;  summary
PACS:
TU375
DOI:
-
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.

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.

Memo

Memo:
-
Last Update: 2009-09-20