Beam-to-column connectionTubular memberMoment-rotation behaviourModule transportationThis paper investigates the mechanical performance of beam-to-column connections for steel-framed building modules with RHS and SHS sections of relatively small member sizes. In the experimental program, three forms of ...
Shanghai Metal Corporation supplies a wide range of Hollow Section Steel Tube products including SHS,RHS,CHS. SMC is a leading manufacturer and supplier of carbon steel tube in China.
Beam-to-column connectionTubular memberMoment-rotation behaviourModule transportationThis paper investigates the mechanical performance of beam-to-column connections for steel-framed building modules with RHS and SHS sections of relatively small member sizes. In the experimental......
Beam–columnCold-formed sectionElevated temperaturesFinite element analysisReliability analysisStainless steelStructural designNumerical investigation of cold-formed stainless steel beam–columns at elevated temperatures ranged from 24–960 °C has been performed. The beam–column specimens were subjected to ...
Stainless Steel SHS and RHS Beam-column Design Proposaldoi:10.1002/cepa.1458Stainless steelBeam-columnInteraction coefficientMember slendernessBretislav ZidlickyMichal JanderaJohn Wiley & Sons, Ltdce/papers
2016. Experi- mental study on ferritic stainless steel RHS and SHS beam-columns. Thin-Walled Structures, 100, 93-104.Arrayago I, Real E, Mirambell E. "Experimental study on ferritic stainless steel RHS and SHS beam-columns". Thin-Walled Structures, 2016; 100: 93 - 104....
Design of cold-formed steel SHS and RHS beam–columns considering the influence of steel gradeXiang YunXin Meng Person EnvelopeLeroy GardnerThin-Walled Structures
The parameters in the study included the depth-to-width ratio (β), the core concrete strength ( f cu), and the axial load level ( n). Thirty concrete-filled thin-walled steel SHS and RHS beam-column specimens were tested under constant axial load and cyclically increasing flexural loading...
As a consequence, previous comparisons of stainless steel beam-column experimental and finite element results with codified strength predictions have often revealed a rather high degree of scatter. This prompted the present research, to develop improved design proposals for stainless steel square hollow ...
Compared to the current design standards, the new proposal yields a higher level of accuracy and consistency in the prediction of stainless steel square and rectangular hollow section (SHS and RHS) beam-column strengths. Use of the proposed interaction factors but with the Eurocode bending moment ...