Hi all, I'm playing with two cantilever examples, systems_of_equations_ex4 and reduced_basis_ex5, and found their solutions under transverse loading are not zeros despite the clamped BC at the beam root. Specifically, u displacements are close to zero, like 0.0002, but v displacements are -3.653 (clearly not zero!) when the transverse loading = 1 at the beam tip. I'd appreciate if someone could help me understand the problem.
Regards, K. Lee. ------------------------------------------------------------------------------ Live Security Virtual Conference Exclusive live event will cover all the ways today's security and threat landscape has changed and how IT managers can respond. Discussions will include endpoint security, mobile security and the latest in malware threats. http://www.accelacomm.com/jaw/sfrnl04242012/114/50122263/ _______________________________________________ Libmesh-users mailing list Libmesh-users@lists.sourceforge.net https://lists.sourceforge.net/lists/listinfo/libmesh-users
