| Description |
1 online resource |
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text txt rdacontent |
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computer c rdamedia |
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online resource cr rdacarrier |
| Contents |
Front Cover -- MATERIAL PROPERTIES OF STEEL IN FIRE CONDITIONS -- MATERIAL PROPERTIES OF STEEL IN FIRE CONDITIONS -- Copyright -- Contents -- Author profiles -- Preface -- ABOUT THE BOOK -- CONTENTS AND COVERAGE -- TARGET AUDIENCE -- Acknowledgments -- List of symbols -- 1 -- Introduction -- 1.1 Initial consideration -- 1.2 High strength steel -- 1.3 Applications of high strength steel in building structures -- 1.4 Fire hazard and effect of fire on steel structures -- 1.5 State of the art -- 1.5.1 Mechanical properties of high strength steel at elevated temperatures -- 1.5.2 Mechanical properties of high strength steel after fire exposure -- 1.5.3 Creep strain of high strength steel at elevated temperatures -- 1.5.4 Fire resistance investigation on high strength steel structures -- 1.6 Test methods -- 1.6.1 Thermal properties tests -- 1.6.1.1 Thermal conductivity -- 1.6.1.2 Specific heat -- 1.6.2 Tensile strength test at elevated temperature -- 1.6.2.1 Brief introduction on tensile testing -- 1.6.2.2 Tensile test at elevated temperature -- 1.6.3 Creep test at elevated temperature -- 1.6.3.1 Creep phenomenon -- 1.6.3.2 Creep test at elevated temperature -- 1.7 Book scope -- References -- 2 -- Thermal properties of steel at elevated temperature -- 2.1 Introduction -- 2.2 Thermal properties of high strength bolt steel -- 2.2.1 Test procedures -- 2.2.2 Test results -- 2.2.3 Comparison of measured properties with published data -- 2.2.4 High-temperature property relations -- 2.3 Thermal expansion of mild steel -- 2.4 Specific heat of mild steel -- 2.5 Thermal conductivity of mild steel -- 2.6 Density -- References -- 3 -- Tensile test on steels at elevated temperatures -- 3.1 Introduction -- 3.2 Mechanical properties of high strength Q460 steel -- 3.2.1 Test setup -- 3.2.2 Test specimen -- 3.2.3 Test procedure -- 3.2.4 Test results. |
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3.2.4.1 Yield strength and ultimate strength -- 3.2.4.2 Elastic modulus -- 3.2.5 Prediction equations -- 3.3 Mechanical properties of high strength Q690 steel -- 3.3.1 Test setup -- 3.3.2 Test specimen -- 3.3.3 Test procedures -- 3.3.4 Test results -- 3.3.4.1 Stress-strain curves at elevated temperatures -- 3.3.4.2 Yield stress -- 3.3.4.3 Ultimate stress -- 3.3.4.4 Elastic modulus -- 3.3.4.5 Specimen failure -- 3.3.5 Proposed stress-strain curves -- 3.3.6 Prediction equations -- 3.4 Mechanical properties of high strength S460 steel -- 3.4.1 Test device -- 3.4.2 Test material and specimen -- 3.4.3 Test method -- 3.4.4 Test procedure -- 3.4.5 Experimental results -- 3.5 Mechanical properties of high strength S690 steel -- 3.5.1 Test device -- 3.5.2 Test material and specimen -- 3.5.3 Test method -- 3.5.4 Test results -- 3.5.5 Comparison and analysis -- 3.6 Mechanical properties of high strength S960 steel -- 3.6.1 Test material -- 3.6.2 Test results -- 3.6.2.1 Stress-strain curves -- 3.6.2.2 Failure mode -- 3.6.2.3 Elastic modulus -- 3.6.2.4 Yield strength -- 3.6.2.5 Ultimate strength -- 3.6.3 Predictive equations -- 3.6.3.1 Elastic modulus -- 3.6.3.2 Yield strength -- 3.6.3.3 Ultimate strength -- 3.7 Mechanical properties of BISPLATE 80 steel -- 3.7.1 Experimental investigation -- 3.7.1.1 Testing device -- 3.7.1.2 Test specimen -- 3.7.2 Testing procedure -- 3.7.2.1 Steady-state test -- 3.7.2.2 Transient-state test -- 3.7.3 Thermal elongation in transient-state test -- 3.7.4 Determination of strength and elastic modulus -- 3.7.4.1 Elastic modulus -- 3.7.4.2 Ultimate strength -- 3.8 Mechanical properties of high strength A572 steel -- 3.8.1 Test equipment -- 3.8.2 Test procedure -- 3.8.3 Tensile strength at elevated temperatures -- 3.8.4 Proposed reduction factors for strength and elastic modulus. |
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3.9 Mechanical properties of high strength steel RQT-S690 -- 3.9.1 The test device -- 3.9.2 Tested materials and specimen -- 3.9.3 The test methods -- 3.9.4 Test results -- 3.9.4.1 General descriptions -- 3.9.4.2 Determination of characteristic strength and elastic modulus -- 3.9.4.3 Strengths -- 3.9.4.4 Elastic modulus -- References -- 4 -- Residual mechanical properties of steels after fire exposure -- 4.1 Introduction -- 4.2 Residual properties of hot-rolled Q420 steel -- 4.2.1 Specimen details -- 4.2.2 Test equipment and procedure -- 4.2.3 Failure modes -- 4.2.4 Stress-strain relationships -- 4.2.5 Elastic modulus -- 4.2.6 Yield stress -- 4.2.7 Tensile strength -- 4.2.8 Ductility -- 4.3 Residual properties of high strength Q460 steel -- 4.3.1 Experimental program -- 4.3.1.1 Test specimen -- 4.3.1.2 Test setup -- 4.3.1.3 Heating and cooling procedures -- 4.3.2 Test results -- 4.3.2.1 Visual observation -- 4.3.2.2 Stress-strain curves -- 4.3.2.3 Residual yield strength -- 4.3.2.4 Residual ultimate strength -- 4.3.2.5 Elastic modulus -- 4.3.2.6 Ultimate elongation -- 4.3.3 Proposed equations -- 4.3.3.1 Yield strength -- 4.3.3.2 Ultimate strength -- 4.3.3.3 Elastic modulus -- 4.3.3.4 Ultimate elongation -- 4.4 Residual properties of high strength Q690 steel -- 4.4.1 Specimen details -- 4.4.2 Heating and cooling -- 4.4.3 Tension setup and procedures -- 4.4.4 Test results -- 4.4.4.1 Temperature evolution -- 4.4.4.2 Color spectrum and failure mode -- 4.4.4.3 Stress-strain relationships -- 4.4.4.4 Yield and tension strength -- 4.4.4.5 Elastic modulus -- 4.4.4.6 Ratio of ultimate elongation -- 4.4.5 Proposed prediction equations -- 4.4.5.1 Yield strength -- 4.4.5.2 Tension strength -- 4.4.5.3 Elastic modulus -- 4.4.5.4 Ultimate elongation -- 4.5 Residual properties of high strength S460 steel -- 4.5.1 Experimental investigation. |
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4.5.1.1 Test material and specimen -- 4.5.1.2 Test equipment and procedure -- 4.5.2 Experimental results -- 4.5.2.1 Elastic modulus -- 4.5.2.2 Yield strength -- 4.5.2.3 Ultimate strength -- 4.5.2.4 Ductility -- 4.5.3 Predictive equations for residual properties -- 4.5.3.1 Elastic modulus -- 4.5.3.2 Yield strength -- 4.5.3.3 Ultimate strength -- 4.6 Residual properties of high strength S690 steel -- 4.6.1 Test material and specimen -- 4.6.2 Test equipment and procedure -- 4.6.3 Experimental results -- 4.6.3.1 Elastic modulus -- 4.6.3.2 Yield strength -- 4.6.3.3 Ultimate strength -- 4.6.3.4 Ductility -- 4.6.4 Predictive equations for residual properties -- 4.6.4.1 Elastic modulus -- 4.6.4.2 Yield strength -- 4.6.4.3 Ultimate strength -- 4.7 Residual properties of high strength S960 steel -- 4.7.1 Test specimen and equiment -- 4.7.2 Experimental results -- 4.7.2.1 Postfire stress-strain relationships -- 4.7.2.2 Elastic modulus -- 4.7.2.3 Yield strength -- 4.7.2.4 Ultimate strength -- 4.7.2.5 Failure mode -- 4.7.3 Predictive equations for residual properties -- 4.7.3.1 Elastic modulus -- 4.7.3.2 Yield strength -- 4.7.3.3 Ultimate strength -- 4.8 Residual properties of high strength A572 steel -- 4.8.1 Test equipment -- 4.8.2 Test procedure -- 4.8.3 Residual strength -- 4.8.4 Temperature-dependent mechanical properties of A572 steel -- 4.8.5 Proposed reduction factors for residual strength properties -- 4.9 Residual properties of high strength RQT-S690 high strength steel -- 4.9.1 The test device -- 4.9.2 Tested materials and specimens -- 4.9.3 Test results -- 4.9.3.1 General descriptions -- 4.9.3.2 Analysis of the deterioration of mechanical properties -- 4.9.3.3 The influence of repeated heating -- 4.9.4 Test specimens -- 4.9.5 Testing method -- 4.9.5.1 Heat-up tests -- 4.9.5.2 Cooling tests -- 4.9.6 Results and discussion. |
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4.9.6.1 General descriptions -- 4.9.6.2 Stress-strain curves -- 4.9.6.3 Strength -- 4.9.6.4 Ductility -- 4.9.6.5 Comparison with grade 800 high strength steel -- 4.9.7 Predictive equations -- 4.10 Residual properties of GLG460, GLG550, GLG650, and GLG835 steel -- 4.10.1 Test material and specimens -- 4.10.2 Test equipment and procedure -- 4.10.3 Experimental results -- 4.10.3.1 Thermochromism of steel tie rods -- 4.10.3.2 Failure modes of test specimens -- 4.10.3.3 Stress-strain relationships -- 4.10.3.4 Elastic modulus -- 4.10.3.5 Yield strength -- 4.10.3.6 Ultimate strength -- 4.10.3.7 Ductility -- 4.10.3.8 Effects of cyclic heating and cooling -- 4.10.4 Predictive equations for the postfire residual mechanical properties -- 4.10.4.1 Residual elastic modulus -- 4.10.4.2 Residual yield strength -- 4.10.4.3 Residual ultimate strength -- References -- 5 -- Creep behavior of steels at elevated temperatures -- 5.1 Introduction -- 5.2 Typical creep-time curve -- 5.3 Creep behavior of high strength Q460 steel -- 5.3.1 Test setup -- 5.3.2 Test specimens -- 5.3.3 Test procedure -- 5.3.4 Creep-time curves at various stress levels -- 5.3.5 Creep-time curves at various temperatures -- 5.3.6 Rupture of specimens -- 5.3.7 Proposed creep model -- 5.3.7.1 Fields and Fields model -- 5.3.7.2 ANSYS model -- 5.4 Creep behavior of high strength Q690 steel -- 5.4.1 Test setup -- 5.4.2 Test specimens -- 5.4.3 Test procedures -- 5.4.4 Test results -- 5.4.5 Comparison with other steels -- 5.4.6 Creep model -- 5.5 Creep behavior of ASTM A572 steel -- 5.5.1 Test specimens -- 5.5.2 Test setup -- 5.5.3 Test procedure -- 5.5.4 Room temperature stress-strain response -- 5.5.5 Creep response at elevated temperatures -- 5.5.6 Creep response at various stress levels -- 5.5.7 Design recommendations -- 5.6 Creep buckling of high strength Q460 steel columns. |
| Subject |
Steel -- Thermal properties.
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Fire resistant materials.
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Steel, Structural.
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Building, Fireproof.
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Building, Iron and steel.
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Ignifuges.
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Acier de construction.
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Construction à l'épreuve du feu.
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Construction métallique.
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fire resistance.
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structural steel.
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fire-resistive construction.
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Building, Fireproof
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Building, Iron and steel
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Fire resistant materials
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Steel, Structural
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Steel -- Thermal properties
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| Added Author |
Kodur, Venkatesh, author.
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| Other Form: |
Print version: 0128133023 9780128133026 (OCoLC)1032027044 |
| ISBN |
9780128133033 (electronic bk.) |
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0128133031 (electronic bk.) |
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9780128133026 |
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0128133023 |
| Standard No. |
AU@ 000066267006 |
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