[en] An investigation into temperature induced degradation of the compressive strength of concrete including that under cooling phase is carried out. The paper gathers and reviews a considerable amount of test data, considering the influence of different test parameters such as initial compressive strength, aggregate type, cooling regime and specimen shape. It is found that the compressive strength of concrete at high temperature is in accordance with the model proposed in the Eurocodes for calcareous concrete. However, during cooling phase, an additional reduction of compressive strength in concrete is observed, which can be as high as 20% of the initial strength for elevated temperatures around 500°C. Finally, a generic concrete model for temperature dependent compressive strength, accounting for both growth and cooling phase of temperature is proposed. The model can be used for simulating fire response of concrete structures subjected to natural fires or for the evaluation of residual load capacity of concrete structures after fire.
Disciplines :
Civil engineering
Author, co-author :
Li, Yi-Hai; South China University of Technology, Guangzhou > Civil Engineering
Franssen, Jean-Marc ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingénierie du feu
Language :
English
Title :
Test results and model for the residual compressive strength of concrete after a fire
scite shows how a scientific paper has been cited by providing the context of the citation, a classification describing whether it supports, mentions, or contrasts the cited claim, and a label indicating in which section the citation was made.
Bibliography
Kirby, B. R., Lapwood, D.G. and Thomson, G., The Reinstatement of Fire Damaged Steel and Iron Framed Structures, ISBN 0 900206 46 2, B.S.C., Swinden laboratories, 1986.
Concrete Society, Fire Resistance Committee, Assessment and Repair of Fire Damaged Concrete Structures, Revision Techn. Rep. No 15, 1984.
Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design, Brussels: European Committee for Standardisation, 2004.
Eurocode 4: Design of composite steel and concrete structures - Part 1-2: General rules -Structural fire design, Brussels: European Committee for Standardisation, 2005.
Eurocode 1: Actions on structures - Part 1-2: General actions - Actions on structures exposed to fire, Brussels: European Committee for Standardisation, 2002.
RILEM TC 129-MHT, Test Methods for Mechanical Properties of Concrete at High Temperatures, Compressive Strength for Service and Accident Conditions, Materials and Structures, 1995, 28(181), 410-414.
Abrams, M. S., Compressive Strength of Concrete at Temperatures to 1600 F (871°C), Research and Development Laboratories, PCA, Ser. 1387-1, 1968.
Malhotra, H. L., The Effect of Temperature on the Compressive Strength of Concrete, Magazine of Concrete Research, 1956, 8(23), 85-94.
Schneider, U., Properties of Materials at High Temperatures - Concrete, Dpt of Civil Engng, Kassel, ISBN: 3-88122-252-9, 1985.
Poon, C. S., Azhar, S., Anson M., and Wong, Y. L., Strength and Durability Recovery of Firedamaged Concrete after Post-fire-curing, Cement and Concrete Research, 2001, 31(8), 1307- 1318. (Pubitemid 34096860)
Anderberg, Y. and Thelandersson, S., Stress and deformation characteristic of concrete at high temperatures 2: Experimental investigation and material behaviour model, Division of Structural Mechanics and Concrete Construction, Lund Inst. of Technology, Bulletin 54, 1976.
Diederichs, U, Schneider, U. and Weiss, R., Ursachen und Auswirkungen der Entfestigung von Beton bei hoher Temperatur, Mitteilungsblatt für die amtliche Material prüfung Niedersachsen, Jarhg. 18/19, Hochschule Goslar, S. 1979, 50-57.
Chen, L. H., Meng, H. R., and Lin, Y. J., Experimental Study on Performance of Concrete after Heated by High Temperature, New Building Materials, 2006, 9, 12-24.
Hu, H. T., and Dong, Y. L., Experimental Research on Strength and Deformation of High-strength Concrete at Elevated Temperature, China Civil Engineering Journal, 2002, 35(6), 44-47.
Jia, F., An Experimental Research on the Compressive Strength of the Heated Concrete, Journal of Qingdao Institute of Architecture and Engineering, 1997, 18(1), 10-14.
Jia, Y. D., Tian, A. S., Zhang, B., Xu, C. C., and Li, J., Experimental Study on Properties of Concrete Exposed to Elevated Temperatures at Various Heated Time, Journal of Liaoning Technical University, 2006, 25(6) 864-866. (Pubitemid 46236993)
Li, G. H., Feng, L. Y., and Zheng, S. E., Research on Performance of Concrete and its Component Materials after High Temperature (translation), Sichuan Building Science, No. 2, 1991, 2, 1-5.
Li, M., Qian, C. X., and Sun, W., The Varying Rule and the Non-destructive Measuring of High Performance Concrete after Fire, Industrial Construction, 2002, 32(10), 34-36.
Liu, L. X., Shi, X. D., and Guo, Z. H., Experimental Investigation on Strength Recovery Behaviors of Fire-damaged Concrete Cured in Water, Industrial Construction, 2003, 33(5), 50- 52, 77.
Lu, T. Q., Zhao, G. F., and Lin, Z. S., Experimental Study on Mechanical Properties of Long Standing Concrete after Exposure to High Temperature, Journal of Building Structures, 2004, 25(1), 63-70.
Pang, J. H, Lu, Z. D., Yuan, T. P., and Wang, J. F., Test of Concrete under High Temperature and the Study of Residual Compressive Strength after High Temperature, Sichuan Building Science, 2007, 33(3), 71-78.
Qin, L. K., Song, Y. P., Wang, Y. J., Zhang, Z., and Yu, C. J., Testing Research of Mechanics Characteristics of Concrete Affected by High Temperature, Concrete, 2004, 5, 9-11.
Wang, K. F., Xu, Q. F., and Liu, T. L., Experimental Research on Mechanics Performance of Concrete after High Temperature and Cooled Down from High Temperature, Construction Technology, 2005, 34(8), 1-3.
Wu, B., Su, X. P., Li, H., and Yuan, J., Experimental Study on Mechanical Properties of Confined High-strength Concrete after High Temperature, China Civil Engineering Journal, 2002, 35(2), 26-32.
Wu, B., Yuan, J., and Wang, G. Y. Experimental Research on the Mechanical Properties of HSC after High Temperature, China Civil Engineering Journal, 2000, 33(2), 8-12, 34.
Xu, Y., Xu, Z. S., and Zhu, M., Experiment Investigation of Strength and Reformation of Concrete after High Temperature, Journal of Changsha Railway University, 2000, 18(2), 13-16, 21.
Yu, Z. W., Ding, F. X., and Luo, J. P., Experimental Research on Mechanical Properties of Different Type of Concrete after High Temperature, Journal of Safety and Environment, 2005, 5(5), 1-6.
Zhang, Z. J., Chen, R. R., and Zhang, J. W., Compression Strength and Constitutive Relationship of Concrete after Open Fire, Journal of Zhejiang Institute of Silk Textiles, 1994, 11(2), 52-57.
Zhou, X. G., and Wu, J. L., Tests and Analysis of Bond Performance Between Barsand Concrete after Exposed to High Temperature, Industrial Construction, 1995, 25(5), 37-40.
Xie, D. M., and Qian, Z. C., Experimental Study of Concrete Strength and Deformation after (Fire) Elevated Temperature (translation), Proceedings of the Fifth National Conference on Structural Engineering (Vol.2), Hainan, China, 1996.
Guo, Z. H., Shi, X. D., Behaviour of Reinforced Concrete at Elevated Temperature and its Calculation, 1st edn, Tsinghua University Press, Beijing, 2003.
Ma, Z. C. Damage Evaluation and Aseismic Repair of RC Structures after Fire, PhD thesis, Harbin University of Civil Engineering and Architecture, 1997.
Meng, H. R., The Research of the Mechanical Performance and Inspection Technology in Nodamaging Method of Fired Concrete, PhD thesis, Xian University of Architecture and Technology, 2005.
Xu, Z. J. Experimental Research on Material Characteristic and Life Pre-estimate and Repairing of Reinforcing Concrete Structure after Fire, PhD thesis, Dalian University of Technology, 2005.
Yan, J. H., Experimental Study of Concrete Behaviour and Behaviour Analysis of Reinforced Concrete Frame under High Temperature, PhD thesis, Tianjin University, 2000.
Zeng, L. J., Study on the Influence which High-temperature Exert on the Mechanical Properties of Concrete and the Bearing Capacity of Segment, Master thesis, Tongji University, 2006.
Similar publications
Sorry the service is unavailable at the moment. Please try again later.
This website uses cookies to improve user experience. Read more
Save & Close
Accept all
Decline all
Show detailsHide details
Cookie declaration
About cookies
Strictly necessary
Performance
Strictly necessary cookies allow core website functionality such as user login and account management. The website cannot be used properly without strictly necessary cookies.
This cookie is used by Cookie-Script.com service to remember visitor cookie consent preferences. It is necessary for Cookie-Script.com cookie banner to work properly.
Performance cookies are used to see how visitors use the website, eg. analytics cookies. Those cookies cannot be used to directly identify a certain visitor.
Used to store the attribution information, the referrer initially used to visit the website
Cookies are small text files that are placed on your computer by websites that you visit. Websites use cookies to help users navigate efficiently and perform certain functions. Cookies that are required for the website to operate properly are allowed to be set without your permission. All other cookies need to be approved before they can be set in the browser.
You can change your consent to cookie usage at any time on our Privacy Policy page.