Evaluation of the flexural behavior of composite beam with inverted-T steel girder and steel fiber reinforced ultra high performance concrete slab

Published 2016 View Full Article

Authors

Keywords

Composite beam, UHPC deck, Inverted-T steel girder, Flexural behavior, Stud spacing, Slab thickness, Tension softening

Journal

ENGINEERING STRUCTURES

Volume 118, Issue -, Pages 1-15

Publisher

Elsevier BV

Online

2016-04-02

DOI

10.1016/j.engstruct.2016.03.052

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