Analysis of deflections up to failure of composite steel fiberreinforced concrete slabs

Analysis of experimental and theoretical results of investigation into deflection of composite steel-concrete slabs is presented in the paper. Profiled steel sheeting (Holorib type) and steel fiber-reinforced concrete were used for specimens. For two slabs, the layer of concrete was reinforced with...

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Bibliographic Details
Main Authors: Mindaugas Petkevičius, Juozas Valivonis
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2010-06-01
Series:Engineering Structures and Technologies
Subjects:
Online Access:https://www.bme.vgtu.lt/index.php/EST/article/view/7508