Flexural Strength of Corroded Reinforced Concrete Beams

被引:38
作者
Yalciner, H. [1 ]
Kumbasaroglu, A. [1 ,2 ]
El-Sayed, A. K. [3 ]
Balkis, A. Pekrioglu [4 ,5 ]
Dogru, E. [6 ]
Turan, A., I [7 ]
Karimi, A. [6 ]
Kohistani, R. [6 ]
Mermit, M. F. [6 ]
Bicer, K. [8 ]
机构
[1] Erzincan Binali Yildirim Univ, Dept Civil Engn, Erzincan, Turkey
[2] Erzincan Binali Yildirim Univ, Res Corros Studies, Erzincan, Turkey
[3] King Saud Univ, Civil Engn Dept, Ctr Excellence Concrete Res & Testing, Riyadh, Saudi Arabia
[4] Cyprus Int Univ, Mat Construct & Geotech Div, Nicosia, Cyprus
[5] Cyprus Int Univ, Dept Civil Engn, Nicosia, Cyprus
[6] Erzincan Binali Yildirim Univ, Erzincan, Turkey
[7] Erzincan Binali Yildirim, Erzincan, Turkey
[8] Cyprus Int Univ, Nicosia, Cyprus
关键词
beam; corrosion; flexural strength; CORROSION; STEEL; PREDICTION; BEHAVIOR; SHEAR; CAPACITY; CRACKING; COLUMNS; WIDTH;
D O I
10.14359/51720195
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental study was conducted to predict the flexural strength of corroded full-scale reinforced concrete (RC) beams. Two different concrete strength levels at two different steel ratios were tested for different corrosion levels ranging from 0 to 17%. An accelerated corrosion aging method was applied to corrode the reinforcing bars embedded in concrete. The actual corrosion levels were obtained by breaking the concrete and extracting the reinforcing bars. A practical model was developed for the prediction of the flexural strength of corroded RC beams. The developed model predicted the experimentally obtained flexural strength of corroded beams found in the literature well. The results revealed that the structural behavior of corroded RC beams requires consideration of the corrosion levels at both the tensile bars and the stirrups (which are more exposed to corrosion because of their use as outer reinforcing bars) and have significant effects on the flexural strength of corroded RC beams.
引用
收藏
页码:29 / 41
页数:13
相关论文
共 38 条
[2]  
Ahmad S, 2009, ARAB J SCI ENG, V34, P95
[3]   Modeling the effect of corrosion on bond strength at the steel-concrete interface with finite-element analysis [J].
Amleh, Lamya ;
Ghosh, Alaka .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2006, 33 (06) :673-682
[4]  
[Anonymous], 318 ACI COMM
[5]  
[Anonymous], 2008, A37008A ASTM INT
[6]  
ASTM, ASTM G1- 03
[7]  
Auyeung Y, 2000, ACI MATER J, V97, P214
[8]   Flexural strength of corroded reinforced concrete beams [J].
Azad, A. K. ;
Ahmad, S. ;
Al-Gohi, B. H. A. .
MAGAZINE OF CONCRETE RESEARCH, 2010, 62 (06) :405-414
[9]  
BAZANT ZP, 1979, J STRUCT DIV-ASCE, V105, P1137
[10]   Effect of corrosion on flexural strength of reinforced concrete beams with polypropylene fibers [J].
Bicer, Kamil ;
Yalciner, Hakan ;
Balks, Ayse Pekrioglu ;
Kumbasaroglu, Atila .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 185 :574-588