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