Espinós Capilla, Ana; Romero García, Manuel Luis; Hospitaler Pérez, Antonio; Pascual Pastor, Ana María; Albero Gabarda, Vicente(Elsevier, 2015)
[EN] The advantages of concrete-filled steel tubular (CFST) columns are well known at room and elevated temperatures, however, beyond a certain slenderness their load-bearing capacity starts to decrease. Besides, blind-bolts ...
[EN] The in-plane bending behaviour of concrete-filled circular hollow section (CHS) T-joints was examined in this paper. The main failure mode, the punching shear of the chord-wall, was observed from the test of four ...
[EN] The research reported herein aims to propose an accurate and efficient simplified numerical modelling approach for circular Concrete-Filled Steel Tubes (CFST) under flexural loading. Experimental tests were carried ...
Liao, Feiyu; Hou, Chao; Zhang, W. J.; Ren, J.(Editorial Universitat Politècnica de València, 2018-06-05)
[EN] This paper presents a series of tests on sea sand concrete-filled stainless steel tubular (SSCFST) stub columns under axial compression, where the main test parameters include type of fine aggregates (river sand, ...