Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Interfacial Bond Adhesion Enhancement Mechanism Analysis of Self Stressing Alkali Activated Slag Concrete-Filled Round Steel Tube
To investigate the interfacial adhesion behaviour and its enhancement mechanism of self-stressing alkali activated slag concrete-filled round steel tube, push-out samples, expansion performance test specimens, and SEM, XRD micro-test specimens were made with different dosage of calcium sulphoaluminate and calcium oxide expansive agent. The results show that the maximum interfacial adhesion stress is at 70-80 mm from the free end of the samples, and increases with the increase of the expansive agent dosage. The expansive agent such as calcium sulphoaluminate and calcium oxide can effectively reduce the drying shrinkage performance of the core concrete, and then improve the interaction between steel tube and core concrete. Micro-test analysis results show that the main expansive source providing expansive power in the AASC system is Ca(OH).
Interfacial Bond Adhesion Enhancement Mechanism Analysis of Self Stressing Alkali Activated Slag Concrete-Filled Round Steel Tube
To investigate the interfacial adhesion behaviour and its enhancement mechanism of self-stressing alkali activated slag concrete-filled round steel tube, push-out samples, expansion performance test specimens, and SEM, XRD micro-test specimens were made with different dosage of calcium sulphoaluminate and calcium oxide expansive agent. The results show that the maximum interfacial adhesion stress is at 70-80 mm from the free end of the samples, and increases with the increase of the expansive agent dosage. The expansive agent such as calcium sulphoaluminate and calcium oxide can effectively reduce the drying shrinkage performance of the core concrete, and then improve the interaction between steel tube and core concrete. Micro-test analysis results show that the main expansive source providing expansive power in the AASC system is Ca(OH).
Interfacial Bond Adhesion Enhancement Mechanism Analysis of Self Stressing Alkali Activated Slag Concrete-Filled Round Steel Tube
Yuan, Xiaohui (Autor:in) / Li, Yongqiang (Autor:in) / Wang, Shige (Autor:in)
01.01.2020
International Journal for Engineering Modelling ; ISSN 1330-1365 (Print) ; ISSN 1849-8671 (Online) ; Volume 33 ; Issue 3-4 Regular Issue
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Study on Bond-Slip Behaviors of Self-Stressing Steel Slag Concrete-Filled Steel Tube
Springer Verlag | 2020
|British Library Online Contents | 2018
|British Library Online Contents | 2018
|Strength of Axially Loaded Concrete Filled Steel Tube Elements of Self-Stressing Concrete
Trans Tech Publications | 2018
|