STAINLESS STEEL IN FIRE (SSIF) - Steel-stainless.org

More documents

Recommendations

Info

Distribution ListEuropean Commission - DG RTD.G52 copiesTGS8 Committee Chairman:Mr Louis-Guy Cajot Arcelor Profil LuxembourgTGS8 Committee Members:Mr Antonio Augusto Fernandes Univ Porto PortugalProf. Andrzej Klimpel Silesian University Of Technology PolandMr Anthony Karamanos A S Karamanos & Associates GreeceMr Asko Kähönen Outokumpu Stainless AB SwedenMr Jouko Kouhi VTT FinlandProf Jens Klaestrup Kristensen Force Technology DenmarkDipl.-Ing Hubert Lenger BEG AustriaProf. Dr.-Ing. Gerhard Sedlacek RWTH GermanyMr Adam Bannister Corus UK UKProfessor Joaquín Ordieres Mere Universidad de la Rioja SpainMr Thierry Braine-Bonnaire Arcelor FranceDr Ing Giuseppe Demofonti Centro Sviluppo Materiali ItalyDr Walter Salvatore Univ Pisa Italy2
CONTENTSPage No.ABSTRACT 5FINAL SUMMARY 71 INTRODUCTION 112 PROJECT OBJECTIVES 133 WP1: FIRE RESISTANT STRUCTURES AND PRODUCTS 153.1 Objectives 153.2 Experimental work 153.2.1 Load-bearing structures 153.2.2 Separating structures 183.3 Numerical studies 203.3.1 Load-bearing structures 203.3.2 Separating structures 243.4 Conclusions 274 WP2: COMPOSITE MEMBERS IN FIRE 294.1 Objectives 294.2 Experimental work 294.2.1 Composite columns 294.2.2 Composite beams 314.3 Numerical studies 324.3.1 Calibration of numerical model 324.3.2 Parametric studies for composite columns 334.3.3 Design method for composite columns 344.3.4 Parametric studies for composite beams 354.3.5 Design method for composite beams 364.3.6 Comparison between stainless steel and carbon steel 384.4 Conclusions 395 WP3: CLASS 4 CROSS SECTIONS IN FIRE 415.1 Objectives 415.2 Experimental work 415.3 Numerical studies 445.3.1 Calibration of numerical model 445.3.2 Parametric studies 465.3.3 Development of design guidance 475.4 Conclusions 486 WP4: PROPERTIES AT ELEVATED TEMPERATURES 496.1 Objectives 496.2 Experimental work 496.3 Conclusions 557 WP5: BOLTS AND WELDS AT ELEVATED TEMPERATURES 577.1 Objectives 577.2 Experimental work 577.2.1 Welded connections 577.2.2 Bolted connections 607.3 Design guidance 657.3.1 Welded connections 657.3.2 Bolted connections 663
Page 1: Research Programme of the Research
Page 5: ABSTRACTThe relatively sparse body
Page 9: 8. WP7: Design aids and softwareRat
Page 12 and 13: 1.2Stiffness E( ) retention / E(20
Page 15 and 16: 3 WP1: FIRE RESISTANT STRUCTURES AN
Page 17 and 18: ExposedMid-depth ofinsulationInnerp
Page 20 and 21: system thus achieved a 60 minute fi
Page 22 and 23: than the carbon steel columns; the
Page 24 and 25: For case 1 (pinned ends), the stain
Page 26 and 27: 10 68.5 10 61.5θg2= 20°C; α = 9
Page 28 and 29: of part of the cross-section being
Page 30 and 31: Load testing:1000 kN PressEnd plate
Page 32 and 33: Table 4.3 shows failure times, fire
Page 34 and 35: 4.3.3 Design method for composite c
Page 36 and 37: 4.3.5 Design method for composite b
Page 38 and 39: 4.3.6 Comparison between stainless
Page 41 and 42: 5 WP3: CLASS 4 CROSS SECTIONS IN FI
Page 43 and 44: FWater cooled steelload equipmentSu
Page 45 and 46: Table 5.4 Comparison of strength re
Page 47 and 48: 5.3.3 Development of design guidanc
Page 49 and 50: 6 WP4: PROPERTIES AT ELEVATEDTEMPER
Page 51 and 52: Table 6.3Test programme for transie
Page 53 and 54:
The following procedure used to eva
Page 55:
Table 6.4Material reduction factors
Page 58 and 59:
T= 100 °C T=200°CT= 300 °C T=400
Page 60 and 61:
Grade 1.4318: Welded (W) v.s. Base
Page 62 and 63:
Figure 7.5Connection design for bol
Page 64 and 65:
Table 7.2Detailed results of shear
Page 66 and 67:
dilatation caused by heating may ca
Page 69 and 70:
8 WP6: PARAMETRIC FIRE DESIGNDetail
Page 71 and 72:
Table 8.1Cross-sectionTemperature f
Page 73 and 74:
analyses (Figure 8.2). The differen
Page 75 and 76:
calculated according to EN 1993-1-4
Page 77 and 78:
The following observations were not
Page 79 and 80:
9 WP7: DESIGN AIDS AND SOFTWARE9.1
Page 81 and 82:
9.3 Design of stainless steel beams
Page 83 and 84:
Figure 9.4Column buckling tests at
Page 85 and 86:
The main assumptions made by the so
Page 87:
Figure 9.7Fire design software: fir
Page 91:
11 FINAL WORK PACKAGE REPORTSAll de
Page 94 and 95:
12.2 Dissemination of project resul
Page 97:
13 CONCLUSIONSThis report summarise
Page 100 and 101:
Figure 6.3 EN 1.4541 steel stress-s
Page 102 and 103:
Table 8.5 Buckling resistance at ro
Page 104 and 105:
[22] ECSC Final Report, Development
Page 106 and 107:
Table A.4Values of parameters L θ
Page 108 and 109:
Table B.1Experimental data on stain
Page 110 and 111:
EUROPEAN COMMISSIONRESEARCH DIRECTO
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
show all

STAINLESS STEEL IN FIRE (SSIF) - Steel-stainless.org

Create successful ePaper yourself

Delete template?

Save as template?