Serviceability performance of high-strength concrete flexural members with internally unbonded post-tensioning strands

This paper introduces the experimental and analytical outcomes of eleven post-tensioned concrete members with high-strength concrete, of target cylinder compressive strength of 60 MPa. The main variables used in the study were the intensity of the applied jacking stress (fpj) and the prestressing in...

Ausführliche Beschreibung

Bibliographische Detailangaben

Hauptverfasser:	Peera, Iqbal, Oukaili, Nazar
Format:	Tagungsbericht
Sprache:	eng
Schlagworte:	Bonding strength Compressive strength Deflection High strength concretes Jacking Post-tensioned concrete Post-tensioning Prestressing Service loads Strands
Online-Zugang:	Volltext
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