Study on concrete at high temperature in China - An overview

Fire Safety Journal

Volumn 39, Issue 1, 2004, Pages 89-103

  Xiao, Jianzhuang ^a   König, Gert ^b  

^a TONGJI UNIVERSITY   (China)

^b UNIVERSITY OF LEIPZIG   (Germany)

Author keywords

Bond; Concrete; Fire; High temperature; Mechanical behavior; Rebar

Indexed keywords

BONDING; ELASTIC MODULI; FIRE RESISTANCE; HIGH TEMPERATURE EFFECTS; POISSON RATIO; STRAIN; STRENGTH OF MATERIALS; YIELD STRESS;

PEAK STRAIN;

CONCRETES;

EID: 0242405987     PISSN: 03797112     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0379-7112(03)00093-6     Document Type: Article

References (33)

1. Schneider U. Concrete at high temperatures - a general review. Fire Safety J. 13(1):1988;55-68.
2. Phan L.T., Carino N.J. Review of mechanical properties of HSC at elevated temperature. J Mater Civil Eng ASCE. 10(1):1998;58-64.
3. Chinese specification on heat-resistance design of RC structures in metallurgical industry buildings. Chinese Ministry of Metallurgical Industry. Beijing, 1975 [in Chinese].
4. Ding W. Research and evaluation on repair of RC frame after fire by expert system. Master thesis, Tongji University, 1991 [in Chinese].
5. Hu B.L., Song Y.P., Zhao G.F. Test on strength and deformation of concrete under complex stress at elevated temperature. Build Sci Res Sichuan. 20(1):1994;47-50. [in Chinese].
6. Jia F., Xiao J.Zh. Strength inspection on heated concrete with impact device. Chin Ind Constr. 26(6):1996;51-55. [in Chinese].
7. Li G.H., Feng L.Y., Zheng Sh.E. Research on the concrete and its composition after high temperature. Build Sci Res Sichuan. 13(4):1987;1-5. [in Chinese].
8. Li M, Qian ChX, Luo X, Sun W. Research on mechanical behaviour and non-destructive inspection of high strength concrete after fire. Proceedings of the Fourth National Conference on HSC and HPC, Changsha, China, 2001. p. 421-7 [in Chinese].
9. Li W., Guo Zh.H. Experimental investigation on strength and deformation of concrete under high temperature. Chin J Build Struct. 14(1):1993;8-16. [in Chinese].
10. Lu ZhD. A Research on fire response of reinforced concrete beams. PhD thesis, Tongji University, 1989 [in Chinese].
11. Nan J.L., Guo Zh.H., Shi X.D. Temperature-stress coupling constitutive relationship of concrete. J Tsinghua Univ. 37(6):1997;87-90. [in Chinese].
12. Niu H., Ma Y.F., Yao Y.X. Fire-resistance research on lightweight aggregate elements. Chin Build Struct. 26(7):1996;29-33. [in Chinese].
13. Niu H., Lu Zh.D. An experimental study of constitutive relationship between bar and concrete under elevated temperature. J Tongji Univ. 18(3):1990;287-297. [in Chinese].
14. Peng GF, Li B, Ma Q, Zhao J. Relationship between crack growth and explosive spalling of high performance concrete subjected to fire. Chin Concr 2001 [in Chinese].
15. Shen LM. Fire-resistance analysis on carbonated concrete columns. Master thesis, Tongji University, 1997 [in Chinese].
16. Tan W. A research on reinforced concrete beams subjected to high temperatures and expert system. Master thesis, Tongji University, 1990 [in Chinese].
17. Wu B., Yuan J., Wang G.Y. Experimental study on the mechanical properties of HSC after high temperature. Chin J Civil Eng. 33(2):2000;8-15. [in Chinese].
18. Wu B., Ma Zh.Ch., Qu J.P. Experimental research on deformation and constitutive relationship of concrete under axial loading and high temperature. Chin J Build Struct. 20(5):1999;42-49. [in Chinese].
19. Xiao J.Zh., Wang P., Xie M., Li J. Experimental study on compressive constitutive relationship of HPC at elevated temperature. J Tongji Univ. 31(2):2003;186-190. [in Chinese].
20. Xie G.M., Qian Z.Z. Research on bond and tension behaviour of concrete after high temperature. J Zhejiang Univ. 32(5):1998;597-602. [in Chinese].
21. Xu Y, Xu ZhSh. Experimental study on strength of concrete after high temperature. Chin Concr 2000 [in Chinese].
22. Yao YX. Research on fire response of reinforced concrete frames and determination of temperature reached during a fire. Master thesis, Tongji University, 1991 [in Chinese].
23. Yang Y.K., Zhen Sh.E. Fire damage assessment of concrete structures. Build Sci Res Sichuan. 17(4):1991;22-26. [in Chinese].
24. Yuan J, Wu B. Experiment and research on workability and compressive strength after high temperature of HSC with polypropylene fiber. Chin Concr 2001 [in Chinese].
25. Zhang YCh, Hu XB, Bai ChB. Research on mechanical strength of steel fiber concrete after exposure to high temperature. Chin Concr 2001 [in Chinese].
26. Zhou X.G., Wu J.L. Preliminary research on fatigue behaviour of concrete after exposed to high temperature. Chin Ind Constr. 26(5):1996;33-37. [in Chinese].
27. Xiao JZh, Wang P, Li J, Zhang ShD. Test on compressive strength of HPC with blast furnace slag after high temperature. Proceedings of the Fourth National Conference on HSC and HPC, Changsha, China, 2001. p. 204-10 [in Chinese].
28. Shi XD. Experimental study and nonlinear finite element analysis on strength and deformation of concrete planar frame structure at elevated temperature. PhD thesis, Tsinghua University, 1992 [in Chinese].
29. Shen R., Feng L.Y., Rong K. Assessment of mechanical properties of steel bars after high temperature. Build Sci Res Sichuan. 17(2):1991;5-9. [in Chinese].
30. Hua YJ. Research on response and resistance of prestressed concrete structure in fire. PhD thesis, Tongji University, 2000 [in Chinese].
31. Zhu B.L., Lu Zh.D., Hu K.X. Constitutive relationship of concrete and steel bars under high temperature. Build Sci Res Sichuan. 17(1):1991;37-43. [in Chinese].
32. Lv TG. Experimental investigation on strength and deformation of steel bars at elevated temperature. Master thesis, Tsinghua University, 1996 [in Chinese].
33. Zhou X.G., Wu J.L. Tests and analysis on bond performance between bars and concrete after high temperature. Chin Ind Constr. 25(5):1995;37-40. [in Chinese].