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Moment curvature relationships for partially prestressed concrete beams

Burns, N.H.

Study to determine which factors influence elastic range of behavior, particularly cracking moment, of prestressed concrete members; factors influencing ultimate strength and behavior of member between cracking and ultimate moments are also considered; moment curvature relationships are analytically determined.

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Moment curvature relationships for partially prestressed concrete beams

Burns, N.H.

Study to determine which factors influence elastic range of behavior, particularly cracking moment, of prestressed concrete members; factors influencing ultimate strength and behavior of member between cracking and ultimate moments are also considered; moment curvature relationships are analytically determined.

Moment curvature relationships for partially prestressed concrete beams

Burns, N.H.

Study to determine which factors influence elastic range of behavior, particularly cracking moment, of prestressed concrete members; factors influencing ultimate strength and behavior of member between cracking and ultimate moments are also considered; moment curvature relationships are analytically determined.

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Check availability in my library

Page navigation

Document information

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Document information

Title:

Moment curvature relationships for partially prestressed concrete beams

Additional title:

Prestressed Concrete Inst -- J

Contributors:

Burns, N.H. (author)

Published in:

Prestressed Concrete Institute -- Journal ; 9

Publication date:

1964

Size:

12 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Beams and girders

© Metadata Copyright Elsevier B. V. All rights reserved.

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