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Behavior under load of composite box-girder bridges

Mattock, A.H. / Johnston, S.B.

Quarter and fifth scale models were tested of 80- and 100-ft span composite box-girder bridges made of trapezoidal shape steel girders joined by stud shear connectors to reinforced concrete deck slab; observed behavior of model bridges was in close agreement with behavior predicted by folded plate theory.

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Behavior under load of composite box-girder bridges

Mattock, A.H. / Johnston, S.B.

Quarter and fifth scale models were tested of 80- and 100-ft span composite box-girder bridges made of trapezoidal shape steel girders joined by stud shear connectors to reinforced concrete deck slab; observed behavior of model bridges was in close agreement with behavior predicted by folded plate theory.

Behavior under load of composite box-girder bridges

Mattock, A.H. / Johnston, S.B.

Quarter and fifth scale models were tested of 80- and 100-ft span composite box-girder bridges made of trapezoidal shape steel girders joined by stud shear connectors to reinforced concrete deck slab; observed behavior of model bridges was in close agreement with behavior predicted by folded plate theory.

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Title:

Behavior under load of composite box-girder bridges

Additional title:

ASCE -- Proc (J Structural Div)

Contributors:

Mattock, A.H. (author) / Johnston, S.B. (author)

Published in:

American Society of Civil Engineers Proceedings, Journal of the Structural Division ; 94

Publication date:

1968

Size:

20 pages

Type of media:

Article/Chapter (Book)

Type of material:

Print

Language:

English

Keywords:

Bridges, composite

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

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