On the tensile behaviour of thermally-damaged concrete

Proceedings of the 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures

Volumn 3, Issue , 2007, Pages 1715-1722

  Bamonte, P F ^a   Felicetti, R ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE TESTING; DRAWING (GRAPHICS); FRACTURE MECHANICS; MECHANICAL PROPERTIES; STRENGTH OF MATERIALS; TENSILE TESTING; TESTING;

CONCRETE MIXES; DAMAGED CONCRETES; EXPERIMENTAL CONDITIONS; GENERAL TRENDS; HIGH TEMPERATURES; HIGH-PERFORMANCE CONCRETES; SPECIAL CONCRETES; TENSILE BEHAVIOURS; TENSILE RESPONSE; TEST METHODS; TESTING TECHNIQUES;

CONCRETES;

EID: 61849132196     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

1. Bamonte, P., Gambarova, P.G., Gorla, A. & Niglia, A. 2006. Residual Capacity of Undercut Fasteners Installed in Thermally-Damaged Concrete, roc. of the 2nd International fib Congress, June 2006, Naples (Italy), Vol.1; 234-235 (12-page paper on CD).
2. Bazant Z.P., Cedolin L., 2003. Stability of structures. Dover Publ.Inc., p1011.
3. Beltrami C., Felicetti R. & Gambarova P.G., 1999. Ultimate behavior of thermally damaged HSC deep beams: test results and design implications, Proc. 5th Int. Symposium on Utilization of High Strength/High Performance Concrete, Sandefjord (Norway), Ed. by Holand I. and Sellevold EJ., June 20-24, 1:137-146.
4. Felicetti R., Gambarova P.G., 1998. On the Residual Properties of High Performance Siliceous Concrete Exposed to High-Temperature, Special Volume in honor of Z.P. Bazant's 60th Anniversary, Prague, March 27-28, Ed. Hermes (Paris), 167-186.
5. Felicetti R., Gambarova P.G., 2000, On the residual behavior of HPC slabs subjected to high temperature, Proc. PCI/FHWA/FIB Int. Symp. On HPC and 46th Annual PCI Convention, Orlando (Florida), Sept. 25-27, 598-607.
6. Felicetti R., Gambarova P.G., Natali Sora M.P. & Khoury G.A., 2000, Mechanical behaviour of HPC and UHPC in direct tension at high temperature and after cooling. Proc. 5th Symposium on Fibre-Reinforced Concrete BEFIB 2000, Lyon (France), September 13-15, p. 749-758.
7. Felicetti R., Gambarova P.G., Silva M., Vimercati M., 2002, Thermal Diffusivity and Residual Strength of HPLWC Exposed to High Temperature, Proc. of the 6th Int. Symposium on Utilization of HSC/HPC, Leipzig (Germany), Vol.2, pp.935-948.
8. Gawin D., Pesavento F., Schrefler B.A., 2006. Towards prediction of the thermal spalling risk through a multi-phase porous media model of concrete. Comput. Methods Appl. Mech. Engrg. 195: 5707-5729.
9. Khoury G. A., 2000. Effect of Fire on Concrete and Concrete Structures. Progress in Structural Engineering Materials, 2: 429-447
10. RILEM-Committee 44-PHT, 1985. Behaviour of Concrete at High Temperatures. Technical Report Ed. by U. Schneider, Dept. of Civil Engineering, Gesamthochschule, Kassel Universität, Kassel (Germany), 122 pp.
11. RILEM TC 129-MHT Test methods for mechanical properties of concrete at high temperatures, 2000. Tensile strength for service and accident conditions, Materials and Structures, V33, May, p. 219-223.
12. RILEM-Committee 50-FMC, 1985. "Determination of fracture energy of mortar and concrete by means of three-point bend tests on notched beams", Draft Recommendation, Materials and Structures, Vol. 18, N. 106, pp. 285-290.