A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Influencing Factors of Self-Stressed Concrete Filled Steel Tube with Segments Bearing Capacity
According to the unified theory of general concrete filled steel tube, this paper puts forward a constitutive relationship model of the self-stressed concrete filled steel tube, which was verified by experiments and finite element methods. On the basis of the above, the influences of the bearing capacity of self-stressed CFST members were analyzed about the strength grades and magnitudes of self-stress of confined concrete. The results show that the bearing capacity of the self-stressed concrete filled steel tube members will be improved with the increase of the magnitudes of self-stress and concrete strength grades. Compared to the general CFST in same conditions, the maximum extent of the bearing capacity can be approximately enhanced 20%.
Influencing Factors of Self-Stressed Concrete Filled Steel Tube with Segments Bearing Capacity
According to the unified theory of general concrete filled steel tube, this paper puts forward a constitutive relationship model of the self-stressed concrete filled steel tube, which was verified by experiments and finite element methods. On the basis of the above, the influences of the bearing capacity of self-stressed CFST members were analyzed about the strength grades and magnitudes of self-stress of confined concrete. The results show that the bearing capacity of the self-stressed concrete filled steel tube members will be improved with the increase of the magnitudes of self-stress and concrete strength grades. Compared to the general CFST in same conditions, the maximum extent of the bearing capacity can be approximately enhanced 20%.
Influencing Factors of Self-Stressed Concrete Filled Steel Tube with Segments Bearing Capacity
Wang, Shi-liang (author) / Yi, Li-Yun (author)
2013
5 Seiten
Conference paper
English
Stahlrohr , Tragfähigkeit , Finite-Elemente-Methode , Spannungszustand , Hochleistung , Betriebszustand , Versuchsergebnis , Spannungs-Dehnungs-Verhalten , theoretische Analyse , Innendruck , Axialkompression , Elastizitätsmodul , Adhäsion , Schlagfestigkeit , Ermüdungswiderstand , Kompaktheit , Undurchlässigkeit , Frostbeständigkeit
Influencing Factors of Self-Stressed Concrete Filled Steel Tube with Segments Bearing Capacity
| Trans Tech Publications | 2013
The microstructures and behaviours of self stressed concrete filled steel tube
| British Library Conference Proceedings | 1994
The Horizontal Bearing Capacity of Composite Concrete-Filled Steel Tube Piles
| DOAJ | 2020
Analysis of Axial Bearing Capacity of Concrete-Filled Steel Tube Hollow Columns
| Tema Archive | 2013
Analysis of Axial Bearing Capacity of Concrete-Filled Steel Tube Hollow Columns
| British Library Conference Proceedings | 2013