Flexural behavior of prestressed split-beam composite concrete sections: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Flexural behavior of prestressed split-beam composite concrete sections

Bryson, J.O. / Skoda, L.F. / Watstein, D.

Investigation of general flexural characteristics of prestressed composite concrete beams is described; composite beams were made by separately forming tensile and compressive sections of beams; tensile section was cast first and prestressed, and compressive section was formed with plain concrete bonded to prestressed element; three sets of split beams with interfaces at different levels were tested in duplicate and results compared with those from two sets of duplicate conventionally prestressed beams; design concept described is reported to afford significant savings in amount of prestressing steel.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Flexural behavior of prestressed split-beam composite concrete sections

Bryson, J.O. / Skoda, L.F. / Watstein, D.

Investigation of general flexural characteristics of prestressed composite concrete beams is described; composite beams were made by separately forming tensile and compressive sections of beams; tensile section was cast first and prestressed, and compressive section was formed with plain concrete bonded to prestressed element; three sets of split beams with interfaces at different levels were tested in duplicate and results compared with those from two sets of duplicate conventionally prestressed beams; design concept described is reported to afford significant savings in amount of prestressing steel.

Flexural behavior of prestressed split-beam composite concrete sections

Bryson, J.O. / Skoda, L.F. / Watstein, D.

Investigation of general flexural characteristics of prestressed composite concrete beams is described; composite beams were made by separately forming tensile and compressive sections of beams; tensile section was cast first and prestressed, and compressive section was formed with plain concrete bonded to prestressed element; three sets of split beams with interfaces at different levels were tested in duplicate and results compared with those from two sets of duplicate conventionally prestressed beams; design concept described is reported to afford significant savings in amount of prestressing steel.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Flexural behavior of prestressed split-beam composite concrete sections

Additional title:

Prestressed Concrete Inst -- J

Contributors:

Bryson, J.O. (author) / Skoda, L.F. (author) / Watstein, D. (author)

Published in:

Prestressed Concrete Institute -- Journal ; 10

Publication date:

1965

Size:

15 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Beams and girders

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

Similar titles

Flexural stiffness of steel-prestressed concrete composite beam

Zhou, An | Tema Archive | 2009

Flexural Stiffness of Steel-Prestressed Concrete Composite Beam

Zhou, A. | British Library Online Contents | 2009

Flexural Stiffness of Steel-Prestressed Concrete Composite Beam

Zhou, A. | British Library Conference Proceedings | 2009

Flexural Stiffness of Steel-Prestressed Concrete Composite Beam

Zhou, An | Trans Tech Publications | 2008

Flexural Behavior of Prestressed Concrete Composite Tee-Beams

J. O. Bryson / E. F. Carpenter | NTIS | 1970