Part 4: Tensile strength for service and accident conditions

Materials and Structures/Materiaux et Constructions

Volumn 33, Issue 228, 2000, Pages 219-223

  Schneider, Ulrich ^a   Schwesinger, Peter ^b   Debicki, Grzegorz S ^c   Diederichs, Ulrich ^d   Felicetti, Roberto ^e   Franssen, Jean Marc ^f   Jumppanen, Ulla Maija ^g   Khoury, Gabriel Alexander ^h   Millard, Alain ⁱ   Morris, W A ^j   Phan, L ^j  

^a VIENNA UNIVERSITY OF TECHNOLOGY   (Austria)

^b BAUHAUS UNIVERSITY WEIMAR   (Germany)

^c MEDICAL UNIVERSITY OF WARSAW   (Poland)

^d UNIVERSITY OF ROSTOCK   (Germany)

^e POLITECNICO DI MILANO   (Italy)

^f UNIVERSITY OF LIÈGE   (Belgium)

^g VTT TECHNICAL RESEARCH CENTRE OF FINLAND   (Finland)

^h IMPERIAL COLLEGE LONDON   (United Kingdom)

ⁱ CEA SACLAY   (France)

^j NONE   (United States)

more..

Author keywords

[No Author keywords available]

Indexed keywords

EID: 1942465687     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (6)

1. Schneider, U., 'Properties of materials at high temperatures Concrete', RILEM-Rcport 44-PHT, 2nd cdn, Kassel, June 1986.
2. RILEM TC 129-MHT, 'Test methods for mechanical properties of concrete at high temperatures', Part 1: Introduction, Part 2: Stress-strain relation, Part 3: Compressive strength for service and accident conditions, Mater. Struct. 28 (181) (1995) 410-414.
3. Part 4: Tensile strength, Part 5: Modulus of elasticity, Part 6: Thermal strain, Ibid. (Supplement March 1997) 17-21.
4. Part 7: Transient Creep for service and accident conditions, Ibid. 31 ([une 1998) 290-295.
5. Part 8: Steady-State Creep and Creep Recovery, Ibid. 33 (JanuaryFebruary 2000) 6-13.
6. Part 9: Shrinkage, Part 10: Restraint, Part 11: Relaxation.