Modified Critical Temperatures for Steel Design Based on Simple Calculation Models in Eurocode 3

Ming‐Xiang Xiong1, Zhenyu Huang1, J.Y. Richard Liew2
1Department of Civil and Environmental Engineering, National University of Singapore, E1A-07-03, One Engineering Drive 2, Singapore, 117576, Singapore
2Department of Civil Engineering, Nanjing Tech University, Nanjing, 210009, Jiangsu, China

Tóm tắt

Từ khóa


Tài liệu tham khảo

European Committee for Standardization (2005) Eurocode 3: design of steel structures—part 1–2: general rules-structural fire design, EN 1993-1-2

Skowronski W (1990) Load capacity and deflection of fire-resistant steel beams. Fire Technol 26(4):310–328. doi: 10.1007/BF01293076

Stanzak WW, Harmathy TZ (1968) Effect of deck on failure temperature of steel beams. Fire Technol 4(4):265–270. doi: 10.1007/BF02588637

Neves IC (1995) The critical temperature of steel columns with restrained thermal elongation. Fire Saf J 24:211–227

Rodrigues JPC, Neves IC, Valente JC (2000) Experimental research on the critical temperature of compressed steel elements with restrained thermal elongation. Fire Saf J 35:77–98

Mesquita LMR, Piloto PAG, Vaz MAP, Vila Real PMM (2005) Experimental and numerical research on the critical temperature of laterally unrestrained steel I beams. J Constr Steel Res 61:1435–1446

Wang PJ, Wang YC, Li GQ (2010) A new design method for calculating critical temperatures of restrained steel column in fire. Fire Saf J 45:349–360

Tan YH, Li QM, Xi F (2014) Dynamic response and critical temperature of a steel beam subjected to fire and subsequent impulsive loading. Comput Struct 135:100–108

Shepherd PG, Burgess IW (2011) On the buckling of axially restrained steel columns in fire. Eng Struct 33:2832–2838

Wang YC, Moore DB (1994) Effect of thermal restraint on column behavior in a frame. In: Kashiwagi T (ed) Proceedings of the 4th international symposium on fire safety science, pp 1055–1066

Franssen JM (2000) Failure temperature of a system comprising a restrained column submitted to fire. Fire Saf J 34:191–207

European Committee for Standardization (2002) Eurocode—basis of structural design, EN 1990

European Committee for Standardization (2002) Eurocode 1: actions on structures—part 1-1: general actions-densities, self-weight, imposed loads for buildings, EN 1991-1-1

European Committee for Standardization (2002) Eurocode 1: actions on structures—part 1-2: general actions-actions on structures exposed to fire, EN 1991-1-2

European Committee for Standardization (2005) Eurocode 3: design of steel structures—part 1-1: general rules and rules for buildings, EN 1993-1-1

Wainman DE, Kirby BR (1988) Compendium of UK standard fire test data: unprotected structural steel—1. British Steel Corporation, Swinden Laboratories, Rotherham

Franssen JM, Schleich JB, Cajot LG, Azpiazu W (1996) A simple model for the fire resistance of axially loaded members—comparison with experimental results. J Constr Steel Res 37(3):175–204