Modelling Multi Panel Slab Concrete with Shell Element
Modelling Multi Panel Slab Concrete with Shell Element
(OP)
hi guys, seems that i need all of your help
im on my study in finishing my under graduate final project. my study is about concrete slab element moment in multi panel. the panel that i modelled is like this
http://files.engineering.com/getfile.aspx?folder=b...
beside that, i modelled it with patterned load for maximum positive moment like this image below
http://files.engineering.com/getfile.aspx?folder=4...
the BC that i applied in the all edge, is encastre, then i connected every panel with tie constraint. beside that, i boundary condition in every panel to panel connection with U1,U2,U3, and R2 applied.
the problem is, there a moment in mid spand with negative value like this pic. i marked it with red circle
http://files.engineering.com/getfile.aspx?folder=7...
can everyone help me to figure out this? just got stress over last one month :) thanks in advance
im on my study in finishing my under graduate final project. my study is about concrete slab element moment in multi panel. the panel that i modelled is like this
http://files.engineering.com/getfile.aspx?folder=b...
beside that, i modelled it with patterned load for maximum positive moment like this image below
http://files.engineering.com/getfile.aspx?folder=4...
the BC that i applied in the all edge, is encastre, then i connected every panel with tie constraint. beside that, i boundary condition in every panel to panel connection with U1,U2,U3, and R2 applied.
the problem is, there a moment in mid spand with negative value like this pic. i marked it with red circle
http://files.engineering.com/getfile.aspx?folder=7...
can everyone help me to figure out this? just got stress over last one month :) thanks in advance





RE: Modelling Multi Panel Slab Concrete with Shell Element
RE: Modelling Multi Panel Slab Concrete with Shell Element
RE: Modelling Multi Panel Slab Concrete with Shell Element