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E-raamat: Design of High Strength Steel Reinforced Concrete Columns: A Eurocode 4 Approach [Taylor & Francis e-raamat]

, (Meinhardt Group, Singapore)
  • Formaat: 104 pages, 32 Tables, black and white; 32 Line drawings, black and white; 32 Illustrations, black and white
  • Ilmumisaeg: 23-Apr-2018
  • Kirjastus: CRC Press Inc
  • ISBN-13: 9781351203951
Teised raamatud teemal:
  • Taylor & Francis e-raamat
  • Hind: 92,31 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
  • Tavahind: 131,88 €
  • Säästad 30%
  • Formaat: 104 pages, 32 Tables, black and white; 32 Line drawings, black and white; 32 Illustrations, black and white
  • Ilmumisaeg: 23-Apr-2018
  • Kirjastus: CRC Press Inc
  • ISBN-13: 9781351203951
Teised raamatud teemal:

This book is the companion volume to Design Examples for High Strength Steel Reinforced Concrete Columns – A Eurocode 4 Approach.

Guidance is much needed on the design of high strength steel reinforced concrete (SRC) columns beyond the remit of Eurocode 4. Given the much narrower range of permitted concrete and steel material strengths in comparison to EC2 and EC3, and the better ductility and buckling resistance of SRC columns compared to steel or reinforced concrete, there is a clear need for design beyond the guidelines. This book looks at the design of SRC columns using high strength concrete, high strength structural steel and high strength reinforcing steel materials – columns with concrete cylinder strength up to 90 N/mm2, yield strength of structural steel up to 690 N/mm2 and yield strength of reinforcing steel up to 600 N/mm2 respectively. The companion volume provides detailed worked examples on use of these high strength materials.

This book is written primarily for structural engineers and designers who are familiar with basic EC4 design, and should also be useful to civil engineering undergraduate and graduate students who are studying composite steel concrete design and construction. Equations for design resistances are presented clearly so that they can be easily programmed into design spreadsheets for ease of use.

List of symbols
ix
Preface xi
Authors xiii
1 Introduction
1(6)
1.1 Steel-reinforced concrete columns
1(1)
1.2 Application of high-strength materials
2(2)
1.3 Limitation of current design codes
4(2)
1.4 About this book
6(1)
2 Materials
7(12)
2.1 Concrete
7(1)
2.2 Structural steel
7(3)
2.3 Reinforcing steel
10(1)
2.4 Shear connectors
11(2)
2.5 Test database on steel-reinforced concrete columns
13(3)
2.6 Strain compatibility
16(3)
3 Concrete confinement model
19(14)
3.1 General
19(1)
3.2 Confinement model for partially confined concrete (reinforced concrete members)
20(7)
3.2.1 Mander model
20(3)
3.2.2 Legeron and Paultre model
23(1)
3.2.3 Eurocode2 model (European Committee for Concrete model code 90)
24(2)
3.2.4 Federation internationale du beton model code 2010
26(1)
3.3 Confinement model for highly confined concrete
27(2)
3.3.1 Lateral confining stress from steel section
28(1)
3.4 Modified confinement model for steel-reinforced concrete columns
29(4)
3.4.1 Effective lateral confining pressure on partially confined concrete
30(1)
3.4.2 Effective lateral confining stress on highly confined concrete
31(2)
4 Concrete creep and shrinkage model
33(14)
4.1 General
33(1)
4.2 Creep and shrinkage
33(9)
4.2.1 Fib Model Code 2010
33(1)
4.2.1.1 Creep
34(4)
4.2.1.2 Shrinkage
38(1)
4.2.2 Eurocode 2
39(1)
4.2.2.1 Creep
39(2)
4.2.2.2 Shrinkage
41(1)
4.3 Load redistribution
42(3)
4.4 Concrete creep and shrinkage model in steel-reinforced concrete columns
45(2)
5 Design of steel-reinforced concrete columns
47(26)
5.1 General
47(2)
5.2 Local buckling
49(1)
5.3 Axial compression
50(4)
5.3.1 Resistance of cross-section
50(1)
5.3.2 Resistance of members
50(4)
5.4 Combined compression and bending
54(13)
5.4.1 Resistance of cross-section
54(7)
5.4.2 Second-order effects and member imperfections
61(3)
5.4.3 Resistance of members in combined compression and uniaxial bending
64(1)
5.4.4 Resistance of members in combined compression and biaxial bending
65(2)
5.5 Resistance to shear force
67(1)
5.6 Introduction of load
68(2)
5.7 Summary
70(3)
6 Fire design
73(10)
6.1 General
73(1)
6.2 Temperature-time curves in fire
73(1)
6.3 Performance of material at elevated temperature
74(3)
6.3.1 Structural steel
74(1)
6.3.2 Concrete
75(2)
6.3.3 Reinforcing steel
77(1)
6.4 Load level
77(1)
6.5 Fire design resistance
78(5)
6.5.1 Tabular data
79(2)
6.5.2 Advanced calculation models
81(2)
Bibliography 83(4)
Index 87
S.P. Chiew is Professor and Civil Engineering Programme Director at Singapore Institute of Technology, Singapore and co-author of Structural Steelwork Design to Limit State Theory, 4th Edition.









Y.Q. Cai is a Project Officer in the School of Civil and Environmental Engineering at Nanyang Technological University, Singapore.