Reinforced Concrete Corners and Joints Subjected to Bending Moment. (Design of Corners and Joints in Frame Structures): Fid-Bau Portal

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Reinforced Concrete Corners and Joints Subjected to Bending Moment. (Design of Corners and Joints in Frame Structures)

I. H. E. Nilsson

The report presents experimental development work regarding the reinforcement of corners and joints in concrete structures subjected to bending moments. Five causes of failure in corners and joints are discussed: diagonal tension crack failure, splitting crack failure, failure due primarily to yielding of the reinforcement, anchorage failure and failure due primarily to crushing of the concrete. Of these, special attention is devoted to diagonal tension crack failure. Simple expressions are derived for the analysis of this type of failure on the basis of truss analogies. (Modified author abstract)

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Reinforced Concrete Corners and Joints Subjected to Bending Moment. (Design of Corners and Joints in Frame Structures)

I. H. E. Nilsson

The report presents experimental development work regarding the reinforcement of corners and joints in concrete structures subjected to bending moments. Five causes of failure in corners and joints are discussed: diagonal tension crack failure, splitting crack failure, failure due primarily to yielding of the reinforcement, anchorage failure and failure due primarily to crushing of the concrete. Of these, special attention is devoted to diagonal tension crack failure. Simple expressions are derived for the analysis of this type of failure on the basis of truss analogies. (Modified author abstract)

Reinforced Concrete Corners and Joints Subjected to Bending Moment. (Design of Corners and Joints in Frame Structures)

I. H. E. Nilsson

The report presents experimental development work regarding the reinforcement of corners and joints in concrete structures subjected to bending moments. Five causes of failure in corners and joints are discussed: diagonal tension crack failure, splitting crack failure, failure due primarily to yielding of the reinforcement, anchorage failure and failure due primarily to crushing of the concrete. Of these, special attention is devoted to diagonal tension crack failure. Simple expressions are derived for the analysis of this type of failure on the basis of truss analogies. (Modified author abstract)

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Title:

Reinforced Concrete Corners and Joints Subjected to Bending Moment. (Design of Corners and Joints in Frame Structures)

Contributors:

I. H. E. Nilsson (author)

Publication date:

1973

Size:

257 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Structural Analyses , Reinforced concrete , Construction joints , Bending moments , Buildings , Loads(Forces) , Cracking(Fracturing) , Reinforcement(Structures) , Failure , Sweden

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