Abstract of: Residual Load-bearing Capacity of Spannglass-Beams - Effect of Post-tensioned Reinforcement

Reinforcement and pre-compression of concrete beams results in a ductile response and allows for the design of structures that are more reliable and efficient. Therefore, this approach has been adapted to structural glass producing reinforced and post-tensioned glass beams. Unbonded tendons in Span...

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Autores principales: Michael Engelmann, Bernhard Weller
Formato: article
Lenguaje:EN
Publicado: Challenging Glass Conference 2018
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Acceso en línea:https://doaj.org/article/b98a0670566b4b11813778d9a01984dd
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