TY - JOUR
AU1 - Kuranovas, Artiomas
AU2 - Kvedaras, Audronis Kazimieras
AU3 - 
AB - ISSN 1392–3730 print / ISSN 1822–3605 online JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT http:/www.jcem.vgtu.lt 2007, Vol XIII, No 2, 131–141 BEHAVIOUR OF HOLLOW CONCRETE-FILLED STEEL TUBULAR COMPOSITE ELEMENTS 1 2 Artiomas Kuranovas , Audronis Kazimieras Kvedaras Dept of Steel and Timber Structures, Vilnius Gediminas Technical University, Saul tekio al. 11, LT-10223 Vilnius, Lithuania 1 2 E-mail: artiomas@stst.vtu.lt; akve@st.vtu.lt Received 8 Aug 2006; accepted 6 Oct 2006 Abstract. Behaviour of composite steel-concrete elements in various loading stages is quite well analysed by theoretical investigations and experiments. Concrete-Filled Steel Tube (CFST) is one of many composite elements used at present in civil engineering. Different approaches and design philosophies were adopted in different design codes for it. But for hollow CFST elements, which are more effective than ordinary CFST, any code does not provide information about how to design these elements. Further investigations of hollow composite CFST elements are needed. In loading stage, when a particular level of stresses exists, an interaction between steel tube and concrete core appears and therefore a complex stress state of element takes place, which increases the load-bearing capacity of the whole composite element. This interaction between components of CFST elements is reached because of different material 
TI - BEHAVIOUR OF HOLLOW CONCRETE‐FILLED STEEL TUBULAR COMPOSITE ELEMENTS
JF - JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT
DO - 10.3846/13923730.2007.9636429
DA - 2007-06-30
UR - https://www.deepdyve.com/lp/unpaywall/behaviour-of-hollow-concrete-filled-steel-tubular-composite-elements-8hqBRW0VYh
DP - DeepDyve
ER -