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E-raamat: Design Examples for High Strength Steel Reinforced Concrete Columns: A Eurocode 4 Approach

(Meinhardt Group, Singapore),
  • Formaat: 96 pages
  • Ilmumisaeg: 17-Apr-2018
  • Kirjastus: CRC Press
  • Keel: eng
  • ISBN-13: 9780429890727
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  • Formaat: 96 pages
  • Ilmumisaeg: 17-Apr-2018
  • Kirjastus: CRC Press
  • Keel: eng
  • ISBN-13: 9780429890727

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

This book provides a large number of worked examples for the design of high strength steel reinforced concrete (SRC) columns. It is based on the Eurocode 4 approach, but goes beyond this to give much needed guidance on the 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. Special considerations are given to resistance calculations that maximize the full strength of the materials, 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. These examples build on the design principles set out in the companion volume, allowing the readers to practice and understand the EC4 methodology easily.

Structural engineers and designers who are familiar with basic EC4 design should find these design examples particularly helpful, whilst engineering undergraduate and graduate students who are studying composite steel concrete design and construction should easily gain further understanding from working through the worked examples which are set out in a step-by-step clearly fashion.

List of symbols
xi
Preface xiii
Authors xv
Design examples
1(68)
Steel-reinforced concrete column subjected to axial compression
1(68)
Steel-reinforced concrete column with normal-strength material
2(6)
Design data
2(1)
Design strengths and modulus
2(1)
Cross-sectional areas
3(1)
Second moments of area
3(1)
Check the reinforcement ratio
4(1)
Check the local buckling
4(1)
Check the steel contribution factor
4(1)
Long-term effects
5(1)
Elastic modulus of concrete considering long-term effects
6(1)
Effective flexural stiffness of cross-section
6(1)
Elastic critical normal force
7(1)
Relative slenderness ratio
7(1)
Buckling reduction factor
7(1)
Buckling resistance
8(1)
Steel-reinforced concrete column with high-strength concrete
8(5)
Design strengths and modulus
8(1)
Cross-sectional areas and second moments of area
9(1)
Check the steel contribution factor
9(1)
Long-term effects
10(1)
Elastic modulus of concrete considering long-term effects
11(1)
Effective flexural stiffness of cross-section
11(1)
Elastic critical normal force
11(1)
Relative slenderness ratio
12(1)
Buckling reduction factor
12(1)
Buckling resistance
13(1)
Steel-reinforced concrete column with high-strength steel
13(5)
Design strengths and modulus
13(3)
Cross-sectional areas and second moments of area
16(1)
Check the steel contribution factor
16(1)
Long-term effects
16(1)
Elastic modulus of concrete considering long-term effects
16(1)
Effective flexural stiffness of cross-section
17(1)
Elastic critical normal force
17(1)
Relative slenderness ratio
17(1)
Buckling reduction factor
17(1)
Buckling resistance
18(1)
Steel-reinforced concrete column with high-strength concrete and steel
18(9)
Design strengths and modulus
19(1)
Cross-sectional areas and second moments of area
19(1)
Check the steel contribution factor
19(1)
Long-term effects
19(1)
Elastic modulus of concrete considering long-term effects
20(1)
Effective flexural stiffness of cross-section
20(1)
Elastic critical normal force
20(1)
Relative slenderness ratio
20(1)
Buckling reduction factor
20(1)
Buckling resistance
21(1)
Alternative design
22(1)
Design data
22(1)
Design strengths and modulus
22(1)
Cross-sectional area and second moments of area
23(1)
Check the reinforcement ratio
23(1)
Check the local buckling
23(1)
Check the steel contribution factor
23(1)
Long-term effects
24(1)
Elastic modulus of concrete considering long-term effects
25(1)
Effective flexural stiffness of cross-section
25(1)
Elastic critical normal force
25(1)
Relative slenderness ratio
26(1)
Buckling reduction factor
26(1)
Buckling resistance
26(1)
Steel-reinforced concrete column subjected to combined compression and bending
27(1)
Steel-reinforced concrete column with normal-strength material
27(11)
Design data
27(1)
Design strengths and modulus
28(1)
Cross-sectional areas and second moments of area
29(1)
Check the reinforcement ratio
29(1)
Check the local buckling
29(1)
Check the steel contribution factor
29(1)
Long-term effects
30(1)
Elastic modulus of concrete considering long-term effects
31(1)
Effective flexural stiffness of cross-section
31(1)
Elastic critical normal force
32(1)
Relative slenderness ratio
32(1)
Buckling reduction factor
32(1)
Buckling resistance
33(1)
Interaction curve
33(2)
Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending
35(3)
Steel-reinforced concrete column with high-strength concrete
38(8)
Design strengths and modulus
38(1)
Cross-sectional areas and second moments of area
38(1)
Check the steel contribution factor
38(1)
Long-term effects
39(1)
Elastic modulus of concrete considering long-term effects
40(1)
Effective flexural stiffness of cross-section
40(1)
Elastic critical normal force
41(1)
Relative slenderness ratio
41(1)
Buckling reduction factor
41(1)
Buckling resistance
42(1)
Interaction curve
42(2)
Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending
44(2)
Steel-reinforced concrete column with high-strength steel
46(10)
Design strengths and modulus
47(2)
Cross-sectional areas and second moments of area
49(1)
Check the steel contribution factor
49(1)
Long-term effects
49(1)
Elastic modulus of concrete considering long-term effects
50(1)
Effective flexural stiffness of cross-section
50(1)
Elastic critical normal force
50(1)
Relative slenderness ratio
50(1)
Buckling reduction factor
51(1)
Buckling resistance
51(1)
Interaction curve
52(2)
Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending
54(2)
Steel-reinforced concrete column with high-strength materials
56(7)
Design strengths and modulus
56(1)
Cross-sectional areas and second moments of area
56(1)
Check the steel contribution factor
56(1)
Long-term effects
57(1)
Elastic modulus of concrete considering long-term effects
57(1)
Effective flexural stiffness of cross-section
57(1)
Elastic critical normal force
57(1)
Relative slenderness ratio
58(1)
Buckling reduction factor
58(1)
Buckling resistance
58(1)
Interaction curve
59(2)
Check the resistance of steel-reinforced concrete column in combined compression and uniaxial bending
61(2)
Steel-reinforced concrete column with different degree of confinement
63(6)
Original design
63(1)
High-strength concrete
63(1)
High-strength steel and high-strength concrete
64(5)
Appendix A Design resistance of shear connectors 69(4)
Appendix B Design chart 73(4)
Index 77
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.