TY - JOUR
T1 - GBT-based assessment of the mechanics of distortional-global interaction in thin-walled lipped channel beams
AU - Martins, André Dias
AU - Camotim, Dinar
AU - Gonçalves, Rodrigo
AU - Dinis, Pedro Borges
N1 - The first author gratefully acknowledges the financial support of FCT (Fundacao para a Ciencia e a Tecnologia Portugal) through the doctoral scholarship SFRH/BD/87746/2012.
PY - 2018/3/1
Y1 - 2018/3/1
N2 - This work aims at presenting and discussing Generalised Beam Theory (GBT) numerical results concerning the elastic geometrically non-linear behaviour of simply supported lipped channel (LC) beams under uniform major-axis bending and experiencing distortional-global (D-G) interaction, making it possible to shed fresh light on the mechanics underlying this coupling phenomenon. Two LC beam geometries are considered, each exhibiting a different type of D-G interaction, namely (i) “true D-G interaction” associated with close distortional (McrD) and global (McrG) critical buckling moments, and (ii) “secondary global-bifurcation interaction – SGI” corresponding to McrD << McrG. While the latter beam geometry contains a critical-mode distortional initial imperfection, the former one is analysed with initial geometrical imperfections exhibiting three critical-mode shapes (one distortional and two global, due to the lack of symmetry). Moreover, an investigation conducted to assess the possible occurrence of “secondary distortional-bifurcation D-G interaction – SDI” (McrG << McrD) is also presented and discussed. In order to clarify the surprising behaviour of the beam undergoing a SGI, an additional beam is analysed, exhibiting a “pure” distortional post-buckling behaviour (i.e., involving no coupling phenomenon). The GBT-based results provide the evolution, along given equilibrium paths, of the beam deformed configuration (expressed in modal terms), relevant displacement profiles and modal participation diagrams. The knowledge acquired has visible impact on the development of rational design rules for CFS beams affected by D-G interaction.
AB - This work aims at presenting and discussing Generalised Beam Theory (GBT) numerical results concerning the elastic geometrically non-linear behaviour of simply supported lipped channel (LC) beams under uniform major-axis bending and experiencing distortional-global (D-G) interaction, making it possible to shed fresh light on the mechanics underlying this coupling phenomenon. Two LC beam geometries are considered, each exhibiting a different type of D-G interaction, namely (i) “true D-G interaction” associated with close distortional (McrD) and global (McrG) critical buckling moments, and (ii) “secondary global-bifurcation interaction – SGI” corresponding to McrD << McrG. While the latter beam geometry contains a critical-mode distortional initial imperfection, the former one is analysed with initial geometrical imperfections exhibiting three critical-mode shapes (one distortional and two global, due to the lack of symmetry). Moreover, an investigation conducted to assess the possible occurrence of “secondary distortional-bifurcation D-G interaction – SDI” (McrG << McrD) is also presented and discussed. In order to clarify the surprising behaviour of the beam undergoing a SGI, an additional beam is analysed, exhibiting a “pure” distortional post-buckling behaviour (i.e., involving no coupling phenomenon). The GBT-based results provide the evolution, along given equilibrium paths, of the beam deformed configuration (expressed in modal terms), relevant displacement profiles and modal participation diagrams. The knowledge acquired has visible impact on the development of rational design rules for CFS beams affected by D-G interaction.
KW - Cold-formed steel beams
KW - Distortional-global interaction
KW - Distortional/global post-buckling behaviours
KW - Generalised Beam Theory (GBT)
KW - Lipped channel beams
KW - True and secondary bifurcation interaction
UR - http://www.scopus.com/inward/record.url?scp=85037531027&partnerID=8YFLogxK
U2 - 10.1016/j.tws.2017.11.036
DO - 10.1016/j.tws.2017.11.036
M3 - Article
AN - SCOPUS:85037531027
VL - 124
SP - 32
EP - 47
JO - Thin-Walled Structures
JF - Thin-Walled Structures
SN - 0263-8231
ER -