DocumentCode :
3073911
Title :
Analytical Method for the Bearing Capacity of the Centrifuge Concrete Filled Thin-walled Steel Tubula under Torsion
Author :
Qu, Chen
Author_Institution :
Sch. of Civil Eng. & Archit., Zhe Jiang Univ. of Sci. & Technol., Hang Zhou, China
Volume :
3
fYear :
2010
fDate :
4-6 June 2010
Firstpage :
252
Lastpage :
254
Abstract :
This paper proposes an engineering method for estimating the bearing value of the centrifuge concrete filled thin-walled steel tubular under torsion. The calculation method is developed on the basis of the strength theories, and the formulas of the elastic torsional stress of the member are adopted. The calculation results show generally favorable agreement with the experimental data, offering the theoretical basis for the simplified formulas for the practical engineering applications.
Keywords :
concrete; elasticity; steel; structural engineering; thin wall structures; torsion; bearing capacity; centrifuge concrete filled thin-walled steel tubula; elastic torsional stress; strength theories; Bonding; Civil engineering; Concrete; Data engineering; Information analysis; Paper technology; Steel; Stress; Thin wall structures; Torque; the calculation of the bearing value; the centrifuge concrete filled thin-walled steel tubular; the elastic torsional stress under torsion;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Information and Computing (ICIC), 2010 Third International Conference on
Conference_Location :
Wuxi, Jiang Su
Print_ISBN :
978-1-4244-7081-5
Electronic_ISBN :
978-1-4244-7082-2
Type :
conf
DOI :
10.1109/ICIC.2010.248
Filename :
5513970
Link To Document :
بازگشت