Concrete design to EN 1992

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Title:

Personal Author:

Martin, L. H. (Laurence Harold), author

Publication Information:

Amsterdam ; Boston : Elsevier Butterworth-Heinemann, c2006

Physical Description:

xv, 375 pages. : illustrations. ; 25 cm.

ISBN:

9780750650595

General Note:

Earlier ed. has title: Structural design in concrete to BS 8110. This new edition of Concrete Design explains the key differences between BS8110 and EN1992, and teaches the fundamentals of the design of concrete structure to comply with the Eurocodes.

Subject Term:

Concrete construction

Concrete construction -- Standards -- European Union countries

Added Author:

Purkiss, J. A.,

Added Title:

Structural design in concrete to BS 8110

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Library	Item Barcode	Call Number	Material Type	Item Category 1	Status
Searching... PSZ JB	30000010337670	TA681 M37 2006	Open Access Book	Book	Searching... Unknown

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Summary

The transition from national standards for concrete structural design to Eurocode EN 1992 is the biggest change to concrete design for decades.This new edition of Concrete Design explains the key differences between BS8110 and EN1992, and teaches the fundamentals of the design of concrete structures to comply with the Eurocodes.With many illustrations and worked examples, this accessible textbook teaches the essentials of concrete design to EN1992 to students and professionals alike.

Author Notes

L H Martin is a consultant engineer in UK.

John Purkiss is a consultant and former lecturer in structural engineering at Aston University, UK. His research was mainly in concrete behaviour, concrete composites, and concrete structures at elevated temperatures.

Preface	p. ix
Acknowledgements	p. xi
Principal Symbols	p. xiii
Chapter 1 General	p. 1
1.1 Description of concrete structures	p. 1
1.2 Development and manufacture of reinforced concrete	p. 3
1.3 Development and manufacture of steel	p. 5
1.4 Structural design	p. 6
1.5 Production of reinforced concrete structures	p. 11
1.6 Site conditions	p. 16
Chapter 2 Mechanical Properties of Reinforced Concrete	p. 18
2.1 Variation of material properties	p. 18
2.2 Characteristic strength	p. 18
2.3 Design strength	p. 20
2.4 Stress-strain relationship for steel	p. 21
2.5 Stress-strain relationship for concrete	p. 23
2.6 Other important material properties	p. 24
2.7 Testing of reinforced concrete materials and structures	p. 30
Chapter 3 Actions	p. 32
3.1 Introduction	p. 32
3.2 Actions varying in time	p. 32
3.3 Actions with spatial variation	p. 34
3.4 Design envelopes	p. 35
3.5 Other actions	p. 37
Chapter 4 Analysis of the Structure	p. 39
4.1 General philosophy for analysis of the structure	p. 39
4.2 Behaviour under accidental effects	p. 40
4.3 Frame imperfections	p. 46
4.4 Frame classification	p. 48
4.5 Frame analysis	p. 50
4.6 Column loads	p. 55
4.7 Redistribution	p. 55
4.8 Plastic analysis	p. 62
Chapter 5 Durability, Serviceability and Fire	p. 65
5.1 Mechanisms causing loss of durability	p. 65
5.2 Serviceability limit states	p. 70
5.3 Fire	p. 93
Chapter 6 Reinforced Concrete Beams in Flexure	p. 105
6.1 Behaviour of beams in flexure	p. 107
6.2 Singly reinforced sections	p. 109
6.3 Doubly reinforced sections	p. 115
6.4 Flanged beams	p. 119
6.5 High strength concrete	p. 127
6.6 Design notes	p. 131
6.7 Effective spans	p. 132
Chapter 7 Shear and Torsion	p. 133
7.1 Shear resistance of reinforced concrete	p. 133
7.2 Members not requiring shear reinforcement	p. 135
7.3 Members requiring shear reinforcement	p. 137
7.4 Shear resistance of solid slabs	p. 151
7.5 Shear resistance of prestressed concrete beams	p. 164
7.6 Torsional resistance of reinforced and prestressed concrete	p. 168
Chapter 8 Anchorage, Curtailment and Member Connections	p. 176
8.1 Anchorage	p. 176
8.2 Bar splices	p. 179
8.3 Curtailment of reinforcing bars	p. 181
8.4 Member connections	p. 184
Chapter 9 Reinforced Concrete Columns	p. 198
9.1 General description	p. 198
9.2 Theory for axially loaded short columns	p. 199
9.3 Theory for a column subject to an axial load and bending moment about one axis	p. 200
9.4 Theory for columns subject to axial load and biaxial bending	p. 201
9.5 Types of forces acting on a column	p. 202
9.6 Basic theory for second order forces from buckling	p. 203
9.7 Summary of the design method for columns subject to axial load and bending	p. 206
Chapter 10 Reinforced Concrete Slabs	p. 215
10.1 Types of slab	p. 215
10.2 Design philosophies	p. 216
10.3 Plastic methods of analysis	p. 217
10.4 Johansen yield line method	p. 218
10.5 Hillerborg strip method	p. 246
10.6 Slab design and detailing	p. 249
10.7 Beam and slab assemblies	p. 258
10.8 Flat slabs	p. 265
10.9 Waffle slabs	p. 267
Chapter 11 Foundations and Retaining Walls	p. 269
11.1 Types of foundation	p. 269
11.2 Basis of design	p. 271
11.3 Bearing pressures under foundations	p. 274
11.4 Calculation of internal stress resultants in pad foundations	p. 279
11.5 Pile caps	p. 281
11.6 Retaining walls	p. 286
Chapter 12 Prestressed Concrete	p. 321
12.1 Bending resistance of prestressed concrete members at ultimate load	p. 321
12.2 Bending resistance of a prestressed concrete beam at service load	p. 327
12.3 Loss of prestress	p. 340
12.4 Anchorage of tendons	p. 348
Annex	p. 357
Index	p. 373

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Summary

Summary

Author Notes

Table of Contents