Failure mechanism of full-size concrete filled steel circle and square tubes under uniaxial compression
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Engineering,General Materials Science
Link
http://link.springer.com/content/pdf/10.1007/s11431-015-5890-4.pdf
Reference20 articles.
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2. Nie J G, Wang Y H, Tao M X. Research and optimization on laminated steel tube column-concrete beam joints with outer stiffening ring. Sci China Tech Sci, 2013; 56: 1282–1293
3. Han L H. Concrete Filled Steel Tube Structure-Theory and Practice (in Chinese). 2nd ed. Beijing: Science Press, 2007
4. Han L H, Li W, Bjorhovde R. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members. J Constr Steel Res, 2014; 100: 211–228
5. Yu M, Zha X, Ye J, et al. A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression. Eng Struct, 2013; 49: 1–10
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