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Mechanical behavior of high-strength RPC filled circular and square steel tube considering size effect and interface bond

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Title Mechanical behavior of high-strength RPC filled circular and square steel tube considering size effect and interface bond
 
Creator Zhu, Qian
He, Shuan-hai
Zhao, Jun-hai
 
Subject Mechanical behavior
High-strength RPC filled steel tube
Axial compression bearing capacity
Unified strength theory (UST)
Size effect
Interface bond
 
Description 321-329
With consideration of interface bonding performance and size effect, the unified solutions of bearing capacity for reactive powder concrete (RPC) filled circular and square steel tube are presented based on the unified strength theory (UST) and thick-walled cylinder theory. Parametric studies are carried out to investigate the influence of the unified strength theory parameter, confinement index and RPC strength. It is shown that proper choices of influential parameters are significant in the design of such components. The calculation formulas with regard for interface bond and size effect match better with the experimental data. Through the statistical analysis, the theoretical formula and the calculation method in the technical regulation is verified. Compared to the technical specifications, the proposed calculation formulas are more precise. It is concluded that the practical calculation formulas have an important practical value for the optimum design and engineering application of RPC filled steel tube.
 
Date 2018-10-23T10:49:05Z
2018-10-23T10:49:05Z
2018-08
 
Type Article
 
Identifier 0975-1017 (Online); 0971-4588 (Print)
http://nopr.niscair.res.in/handle/123456789/45262
 
Language en_US
 
Rights <img src='http://nopr.niscair.res.in/image/cc-license-sml.png'> <a href='http://creativecommons.org/licenses/by-nc-nd/2.5/in' target='_blank'>CC Attribution-Noncommercial-No Derivative Works 2.5 India</a>
 
Publisher NISCAIR-CSIR, India
 
Source IJEMS Vol.25(4) [August 2018]