May 6, 2002 #1 Brim Automotive Joined Jun 8, 2004 Messages 2 Location US Hi all, Does shear locking occur in a beam element? What are the reasons ? Thanks in advance
Jun 10, 2002 #2 Bannu Structural Joined Feb 12, 2002 Messages 47 Location IN Brim, You can get good info about shear locking in the following link. http://www.cmmacs.ernet.in/cmmacs/pdf/ch06.pdf bannu. Upvote 0 Downvote
Brim, You can get good info about shear locking in the following link. http://www.cmmacs.ernet.in/cmmacs/pdf/ch06.pdf bannu.
Jun 12, 2002 #3 idly123 Structural Joined Jun 12, 2002 Messages 96 Location IN Inability of 4 node element to model bending Inability of a higher order theory to model classic theory results in extra stifnees (over estimated)-hence locking Solution is reduced integration coreesponding to those terms causing locking locking can also be a mesh locking-If the mesh hasnt passed the patch test. raj Upvote 0 Downvote
Inability of 4 node element to model bending Inability of a higher order theory to model classic theory results in extra stifnees (over estimated)-hence locking Solution is reduced integration coreesponding to those terms causing locking locking can also be a mesh locking-If the mesh hasnt passed the patch test. raj
Jun 15, 2002 #4 zuardy New member Joined Aug 22, 2001 Messages 126 Location DE Hi, take a look in Konte, Wessels chapter 9.4.1, page 314 ! hope it can help you! cheers Upvote 0 Downvote