A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tests on composite beams with cellular deck
Results of tests on 15 composite beams with cellular metal decking, and 39 push-out tests are described; influence of rib geometry on load-deflection characteristics of beams and on maximum strength of push-out specimens is shown; tests with two high-strength steel I-beams showed increased load capacity due primarily to delay in occurrence of yield in lower fibers of beams; occurrence of first yielding under load-points of two-point load system appears in some instances to trigger off cracking of concrete in deck ribs.
Tests on composite beams with cellular deck
Results of tests on 15 composite beams with cellular metal decking, and 39 push-out tests are described; influence of rib geometry on load-deflection characteristics of beams and on maximum strength of push-out specimens is shown; tests with two high-strength steel I-beams showed increased load capacity due primarily to delay in occurrence of yield in lower fibers of beams; occurrence of first yielding under load-points of two-point load system appears in some instances to trigger off cracking of concrete in deck ribs.
Tests on composite beams with cellular deck
ASCE -- Proc (J Structural Div)
Robinson, H. (author)
1967
26 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Tests on full size composite beams with wide fibbed metal deck
| British Library Conference Proceedings | 1997
Tests on full size composite beams with wide ribbed metal deck
| British Library Conference Proceedings | 1997
The Tests of Deck Bridges with Encased Steel Beams
| Springer Verlag | 2021
Full Size Tests of Composite Beams with Headed Studs in Narrow Ribbed Metal Deck
| British Library Conference Proceedings | 1993
Composite Beams with Parallel Wide Ribbed Metal Deck
| ASCE | 2002