journal article·2022-03-01

Fatigue Performance of Recycled Aggregate Concrete Beams with Corroded Steel Reinforcement

Authors not provided

ACI Structural Journal· Volume 119· Issue 2
Publisher page

Abstract

First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short

Research context

OpenAlex topics: Concrete Corrosion and Durability · Recycled Aggregate Concrete Performance · Structural Behavior of Reinforced Concrete

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (44)

Show source-provided references
1. Thomas, M., “Chloride Thresholds in Marine Concrete,” Cement and Concrete Research, England, V. 26, No. 4, 1996, pp. 513-519. doi: 10.1016/0008-8846(96)00035-X10.1016/0008-8846(96)00035-X ↗
2. Angst, U.; Elsener, B.; Larsen, C. K.; and Vennesland, Ø., “Critical Chloride Content in Reinforced Concrete-A Review,” Cement and Concrete Research, England, V. 39, No. 12, 2009, pp. 1122-1138. doi: 10.1016/j.cemconres.2009.08.00610.1016/j.cemconres.2009.08.006 ↗
3. Liu, K. H.; Yan, J. C.; Alam, M. S.; and Zou, C. Y., “Seismic Fragility Analysis of Deteriorating Recycled Aggregate Concrete Bridge Columns Subjected to Freeze-Thaw Cycles,” Engineering Structures, England, V. 187, No. 12, 2019, pp. 1-15. doi: 10.1016/j.engstruct.2019.01.13410.1016/j.engstruct.2019.01.134 ↗
4. Aldaca, I. C. U.; Briz, E.; Biezma, M. V.; and Puente, I., “A Plain Linear Rule for Fatigue Analysis under Natural Loading Considering the Coupled Fatigue and Corrosion Effect,” International Journal of Fatigue, England, V. 122, No. 12, 2019, pp. 141-151. doi: 10.1016/j.ijfatigue.2019.01.00810.1016/j.ijfatigue.2019.01.008 ↗
5. Torres-Acosta, A. A.; Navarro-Gutierrez, S.; and Teran-Guillen, J., “Residual Flexure Capacity of Corroded Reinforced Concrete Beams,” Engineering Structures, England, V. 29, No. 6, 2007, pp. 1145-1152. doi: 10.1016/j.engstruct.2006.07.01810.1016/j.engstruct.2006.07.018 ↗
6. Chen, H. P., “Residual Flexural Capacity and Performance Assessment of Corroded Reinforced Concrete Beams,” Journal of Structural Engineering, ASCE, V. 144, No. 12, 2018, p. 04018213 doi: 10.1061/(ASCE)ST.1943-541X.000214410.1061/(ASCE)ST.1943-541X.0002144 ↗
7. Du, Y. G.; Clark, L. A.; and Chan, A. H. C., “Impact of Reinforcement Corrosion on Ductile Behavior of Reinforced Concrete Beams,” ACI Structural Journal, V. 104, No. 3, May-June 2007, pp. 285-293.10.14359/18618 ↗
8. Dang, V. H., and Francois, R., “Prediction of Ductility Factor of Corroded Reinforced Concrete Beams Exposed to Long Term Aging in Chloride Environment,” Cement and Concrete Composites, England, V. 53, Oct. 2014, pp. 136-147. doi: 10.1016/j.cemconcomp.2014.06.00210.1016/j.cemconcomp.2014.06.002 ↗
9. Mohammed, A.; Almansour, H.; and Martin-Perez, B., “Simplified Finite Element Model for Evaluation of Ultimate Capacity of Corrosion-Damaged Reinforced Concrete Beam-Columns,” Internal Journal of Advanced Structural Engineering, Germany, V. 10, No. 4, 2018, pp. 381-400. doi: 10.1007/s40091-018-0204-210.1007/s40091-018-0204-2 ↗
10. Al-Osta, M. A.; Al-Sakkaf, H. A.; Sharif, A. M.; Ahmad, S.; and Baluch, M. H., “Finite Element Modeling of Corroded RC Beams Using Cohesive Surface Bonding Approach,” Computers and Concrete, South Korea, V. 22, No. 2, Aug. 2018, pp. 167-182.
11. Du, Y. G.; Chan, A. H. C.; Clark, L. A.; Wang, X. T.; Gurkalo, F.; and Bartos, S., “Finite Element Analysis of Cracking and Delamination of Concrete Beam Due to Steel Corrosion,” Engineering Structures, England, V. 56, Nov, 2013, pp. 8-21. doi: 10.1016/j.engstruct.2013.04.00510.1016/j.engstruct.2013.04.005 ↗
12. Yi, W. J.; Kunnath, S. K.; Sun, X. D.; Shi, C. J.; and Tang, F. J., “Fatigue Behavior of Reinforced Concrete Beams with Corroded Steel Reinforcement,” ACI Structural Journal, V. 107, No. 5, Sept.-Oct. 2010, pp. 526-533.10.14359/51663903 ↗
13. Yoon, S.; Wang, K. J.; and Weiss, J.; andShah, S. P., “Interaction between Loading, Corrosion, and Serviceability of Reinforced Concrete,” ACI Structural Journal, V. 97, No. 6, Nov.-Dec. 2000, pp. 637-644.10.14359/9977 ↗
14. Oyado, M.; Kanakubo, T.; Sato, T.; and Yamamoto, Y., “Bending Performance of Reinforced Concrete Member Deteriorated by Corrosion,” Structure and Infrastructure Engineering, England, V. 7, No. 1-2, 2011, pp. 121-130. doi: 10.1080/1573247100358851010.1080/15732471003588510 ↗
15. Castel, A.; Francois, R.; and Arliguie, G., “Mechanical Behaviour of Corroded Reinforced Concrete Beams-Part 1: Experimental Study of Corroded Beams,” Materials and Structures, Netherlands, V. 33, No. 233, 2000, pp. 539-544. doi: 10.1007/BF0248053310.1007/BF02480533 ↗
16. Mangat, P. S., and Elgarf, M. S., “Flexural Strength of Concrete Beams with Corroding Reinforcement,” ACI Structural Journal, V. 96, No. 1, Jan.-Feb. 1999, pp. 149-158.10.14359/606 ↗
17. Fang, C. Q.; Yang, S.; and Zhang, Z., “Bending Characteristics of Corroded Reinforced Concrete Beam under Repeated Loading,” Structural Engineering and Mechanics, South Korea, V. 47, No. 6, 2013, pp. 773-790. doi: 10.12989/sem.2013.47.6.77310.12989/sem.2013.47.6.773 ↗
18. Jnaid, F., and Aboutaha, R. S., “Residual Flexural Strength of Corroded Reinforced Concrete Beams,” Engineering Structures, England, V. 119, July 2016, pp. 198-216. doi: 10.1016/j.engstruct.2016.04.01810.1016/j.engstruct.2016.04.018 ↗
19. Almusallam, A. A., “Effect of Degree of Corrosion on the Properties of Reinforcing Steel Bars,” Construction and Building Materials, England, V. 15, No. 8, 2001, pp. 361-368. doi: 10.1016/S0950-0618(01)00009-510.1016/S0950-0618(01)00009-5 ↗
20. Yu, L. W.; Francois, R.; Dang, V. H.; and Hostis, L. V.; and , “Gagne, R., “Structural Performance of RC Beams Damaged by Natural Corrosion under Sustained Loading in a Chloride Environment,” Engineering Structures, England, V. 96, Aug. 2015, pp. 30-40. doi: 10.1016/j.engstruct.2015.04.00110.1016/j.engstruct.2015.04.001 ↗
21. Peng, Q. M.; Wang, L.; and Lu, Q., “Influence of Recycled Aggregate Replacement Percentage on Fatigue Performance of Recycled Aggregate Concrete,” Construction and Building Materials, England, V. 169, Apr. 2018, pp. 347-353. doi: 10.1016/j.conbuildmat.2018.02.19610.1016/j.conbuildmat.2018.02.196 ↗
22. Thomas, C.; Setien, J.; Polanco, J. A.; Lombillo, I.; and Cimentada, A., “Fatigue Limit of Recycled Aggregate Concrete,” Construction and Building Materials, England, V. 52, Feb. 2014, pp. 146-154. doi: 10.1016/j.conbuildmat.2013.11.03210.1016/j.conbuildmat.2013.11.032 ↗
23. Thomas, C.; Sosa, I.; Setien, J.; Polanco, J. A.; and Cimentada, A. I., “Evaluation of the Fatigue Behavior of Recycled Aggregate Concrete,” Journal of Cleaner Production, V. 65, Feb. 2014, pp. 397-405. doi: 10.1016/j.jclepro.2013.09.03610.1016/j.jclepro.2013.09.036 ↗
24. Xiao, J. Z.; Li, H.; and Yang, Z. J., “Fatigue Behavior of Recycled Aggregate Concrete under Compression and Bending Cyclic Loading,” Construction and Building Materials, England, V. 38, Jan. 2013, pp. 681-688. doi: 10.1016/j.conbuildmat.2012.09.02410.1016/j.conbuildmat.2012.09.024 ↗
25. Arora, S., and Singh, S. P., “Analysis of Flexural Fatigue Failure of Concrete Made with 100% Coarse Recycled Concrete Aggregates,” Construction and Building Materials, England, V. 102, Jan. 2016, pp. 782-791. doi: 10.1016/j.conbuildmat.2015.10.09810.1016/j.conbuildmat.2015.10.098 ↗
26. Murali, G.; Indhumathi, T.; Karthikeyan, K.; and Ramkumar, V. R., “Analysis of Flexural Fatigue Failure of Concrete Made with 100% Coarse Recycled and Natural Aggregates,” Computers and Concrete, South Korea, V. 21, No. 3, Mar. 2018, pp. 291-298.
27. Arora, S., and Singh, S. P., “Fatigue Strength and Failure Probability of Concrete Made with RCA,” Magazine of Concrete Research, England, V. 69, No. 2, 2017, pp. 55-67. doi: 10.1680/jmacr.15.0035310.1680/jmacr.15.00353 ↗
28. Arora, S., and Singh, S. P., “Probability of Flexural Fatigue Failure of Concrete Made with Recycled Concrete Aggregates,” IOP Conference Series: Materials Science and Engineering, England, V. 431, Aug. 2018, pp. 102004.10.1088/1757-899X/431/10/102004 ↗
29. Sun, J. Z.; Huang, Q.; and Ren, Y., “Performance Deterioration of Corroded RC Beams and Reinforcing Bars under Repeated Loading,” Construction and Building Materials, England, V. 96, Oct. 2015, pp. 404-415. doi: 10.1016/j.conbuildmat.2015.08.06610.1016/j.conbuildmat.2015.08.066 ↗
30. Hariche, L.; Ballim, Y.; Bouhicha, M.; and Kenai, S., “Effects of Reinforcement Configuration and Sustained Load on the Behavior of Reinforced Concrete Beams Affected by Reinforcing Steel Corrosion,” Cement & Concrete Composites, England, V. 34, No. 10, 2012, pp. 1202-1209. doi: 10.1016/j.cemconcomp.2012.07.01010.1016/j.cemconcomp.2012.07.010 ↗
31. Yang, S.; Fang, C. Q.; Yuan, Z. J.; and Yi, M. Y., “Effects of Reinforcement Corrosion and Repeated Loads on Performance of Reinforced Concrete Beam,” Advances in Structural Engineering, V. 18, No. 8, 2015, pp. 1257-1271. doi: 10.1260/1369-4332.18.8.125710.1260/1369-4332.18.8.1257 ↗
32. GB 175-2007, “Common Portland Cement,” China, 2007.
33. GB/T 50082, “Standard for Test Methods Long-Term Performance and Durability of Ordinary Concrete,” China, 2009.
34. GB/T 50152-92, “Standard Methods for Testing of Concrete Structures,” China, 1992.
35. Seara-Paz, S.; Gonzalez-Fonteboa, B.; Martinez-Abella, F.; and Eiras-Lopez, J., “Flexural Performance of Reinforced Concrete Beams Made with Recycled Concrete Coarse Aggregate,” Engineering Structures, England, V. 156, Feb. 2018, pp. 32-45. doi: 10.1016/j.engstruct.2017.11.01510.1016/j.engstruct.2017.11.015 ↗
36. Song, L., Fan, Z.W. and Hou, J. “Experimental and Analytical Investigation of the Fatigue Flexural Behavior of Corroded Reinforced Concrete Beams,” International Journal of Concrete Structures and Materials, South Korea, V. 13, No. 1, Apr. 2019, pp. 1-14.10.1186/s40069-019-0340-5 ↗
37. Zhang, W. P.; Ye, Z. W.; Gu, X. L.; Liu, S. G.; and Li, S. B., “Assessment of Fatigue Life for Corroded Reinforced Concrete Beams under Uniaxial Bending,” Journal of Structural Engineering, ASCE, V. 143, No. 7, 2017, p. 04017048 doi: 10.1061/(ASCE)ST.1943-541X.000177810.1061/(ASCE)ST.1943-541X.0001778 ↗
38. Fang, C.; Yang, S.; and Zhang, Z., “Bending Characteristics of Corroded Reinforced Concrete Beam under Repeated Loading,” Structural Engineering and Mechanics, South Korea, V. 47, No. 6, 2013, pp. 773-790. doi: 10.12989/sem.2013.47.6.77310.12989/sem.2013.47.6.773 ↗
39. Stewart, M. G., “Mechanical Behavior of Pitting Corrosion of Flexural and Shear Reinforcement and Its Effect on Structural Reliability of Corroding RC Beams,” Structural Safety, Netherlands, V. 31, No. 1, 2009, pp. 19-30. doi: 10.1016/j.strusafe.2007.12.00110.1016/j.strusafe.2007.12.001 ↗
40. Wang, H. C.; Gong, J. X.; and Qu, X. H., “An Experimental Study on the Fatigue Behavior of Corroded Reinforced Concrete Beams,” China Civil Engineering Journal, China, V. 38, No. 11, Oct. 2005, pp. 32-37.
41. Ma, Y. F.; Wang, G. D.; Su, X. C.; Wang, L.; and Zhang, J. R., “Experimental and Modelling of the Flexural Performance Degradation of Corroded RC Beams under Fatigue Load,” Construction and Building Materials, England, V. 191, Dec. 2018, pp. 994-1003. doi: 10.1016/j.conbuildmat.2018.10.03110.1016/j.conbuildmat.2018.10.031 ↗
42. Oyado, M.; Hasegawa, M.; and Sato, T., “Characteristics of Fatigue and Evaluation of RC Beam Damaged by Accelerated Corrosion,” Quarterly Report of RTRI, Japan, V. 44, No. 2, 2003, pp. 72-77. doi: 10.2219/rtriqr.44.7210.2219/rtriqr.44.72 ↗
43. Masoud, S.; Soudki, K.; and Topper, T., “Postrepair Fatigue Performance of FRP-Repaired Corroded RC Beams: Experimental and Analytic Investigation,” Journal of Composites for Construction, ASCE, V. 9, No. 5, 2005, pp. 441-449. doi: 10.1061/(ASCE)1090-0268(2005)9:5(441)10.1061/(ASCE)1090-0268(2005)9:5(441) ↗
44. Wu, J.; Wang, C. X.; Xu, J.; Xiao, Z.; and Wu, F. H., “Study on Flexural Behavior of Corroded Reinforced Concrete Beams under Fatigue Loads,” China Civil Engineering Journal, China, V. 45, No. 10, Oct. 2012, pp. 118-124.