Determination of relationship σ(ϵ) over the yield stress of concrete reinforcing steels/Tempiamosios armatūros σ(ϵ) priklausomybės virš takumo ribos nustatymas

Calculating and designing the tension zone of strengthening concrete structures and analysing its workability in stages which are close to break-up stage and distribution internal forces, existing various reinforcements, it is necessary to know characteristics of deformation and their change. Exper...

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Bibliographic Details
Main Authors: Gediminas Marčiukaitis, Arnoldas Šneideris
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 1999-08-01
Series:Journal of Civil Engineering and Management
Subjects:
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Online Access:http://journals.vgtu.lt/index.php/JCEM/article/view/9356