internship report
CCIP-029
CI/Sfb
UDC
A cement and concrete industry publication
624.012.4.001.63
Properties of Concrete for use in Eurocode 2
Properties of Concrete for use in Eurocode 2
Properties of Concrete for use in Eurocode 2
How to optimise the engineering properties of concrete in design to Eurocode 2
Derek Chisholm is project manager for technical publications at
The Concrete Centre and has a background in concrete materials technology. John Gibbs is technical advisor for the European Ready-Mixed
Concrete Organisation (ERMCO). He has spent most of his career in the ready-mixed, quarrying and construction industries.
T. Harrison
Tom Harrison is technical director of the British-Ready Mix
Concrete Association and in that capacity chaired the committee that produced ‘Guidance to the Engineering Properties of Concrete’ from which this publication has developed.
J.Gibbs
In the design of concrete structures, engineers have the flexibility to specify particular concrete type(s) to meet the specific performance requirements for the project. For instance where calculated deflections exceed serviceability limits, the designer can achieve lower deflections by increasing the class of concrete and the associated modulus of elasticity, rather than by resizing members.
This publication will assist in designing concrete structures taylormade for particular applications.
P.Bamforth BSc (Hons) PhD C Eng MICE
D.Chisholm BE (Hons) CPEng IntPE(NZ)
J.Gibbs BA MICT
T.Harrison BSc PhD C Eng FICT MICE
D. Chisholm
Phil Bamforth spent his early career managing construction consultancy and research for Taywood Engineering, and has a wide experience in concrete technology and construction both in the
UK and abroad. Now in private consultancy, supporting design and construction activities in concrete, he has written numerous papers related to concrete material performance.
P.Bamforth
This publication is aimed at providing both
CI/Sfb
UDC
A cement and concrete industry publication
624.012.4.001.63
Properties of Concrete for use in Eurocode 2
Properties of Concrete for use in Eurocode 2
Properties of Concrete for use in Eurocode 2
How to optimise the engineering properties of concrete in design to Eurocode 2
Derek Chisholm is project manager for technical publications at
The Concrete Centre and has a background in concrete materials technology. John Gibbs is technical advisor for the European Ready-Mixed
Concrete Organisation (ERMCO). He has spent most of his career in the ready-mixed, quarrying and construction industries.
T. Harrison
Tom Harrison is technical director of the British-Ready Mix
Concrete Association and in that capacity chaired the committee that produced ‘Guidance to the Engineering Properties of Concrete’ from which this publication has developed.
J.Gibbs
In the design of concrete structures, engineers have the flexibility to specify particular concrete type(s) to meet the specific performance requirements for the project. For instance where calculated deflections exceed serviceability limits, the designer can achieve lower deflections by increasing the class of concrete and the associated modulus of elasticity, rather than by resizing members.
This publication will assist in designing concrete structures taylormade for particular applications.
P.Bamforth BSc (Hons) PhD C Eng MICE
D.Chisholm BE (Hons) CPEng IntPE(NZ)
J.Gibbs BA MICT
T.Harrison BSc PhD C Eng FICT MICE
D. Chisholm
Phil Bamforth spent his early career managing construction consultancy and research for Taywood Engineering, and has a wide experience in concrete technology and construction both in the
UK and abroad. Now in private consultancy, supporting design and construction activities in concrete, he has written numerous papers related to concrete material performance.
P.Bamforth
This publication is aimed at providing both