Beam
Constraint on a beam bottom surface not on the neutral axis
Hi!
I have a question regarding the beam deflection. As shown in the pic, the roller constraint is applied on the bottom of the beam(Beam A) rather than neutral axis(Beam B). Could anybody help to provide some information about Beam A hand calculation?
Thanks!
Transformation Matrix
Hello,
The attached file describes the development of the transformation matrix of a beam element:
New shear lock free finite elements with arbitrary higher order derivative
A set of highly efficient and shear lock free finite elements based on Timoshenko beam and Reissner-Mindlin plate theories has been developed for the analysis of thin and thick structures. These elements have arbitrary higher order derivatives and do not require any spcial integration scheme. All are isoparametric elements.
P.Subramanian
Beam elements in Abaqus
Hi every body,
I'm tring to make a beam by using beam elements in Abaqus like this:
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Beam-Shell contact in Abaqus
Hello everybody.
I am doing my diploma project and I have to model an off-shore oil-rig in Abaqus. It's a metallic truss-type system. I've defined all of the elements composing the structure as wire elements and the decks as solids. Does anybody know how to define the contact between the decks and the supporting beams? The decks are supposed to be bolted to the beams.
Radiation in 1D beam finite elements
Hi everyone,
Has anyone ever come across the treatment of radiation heat transfer in one-dimensional beams using FEM ? Convection and conduction are well established, but I was wondering whether radiation is still an open area of research?
Any links to publications would be very much appreciated, Thank you
Extension of the Beam Theory for Polymer Bio-transducers with Low Aspect Ratios and Viscoelastic Characteristics
Journal of Micromechanics and Microengineering
Volume 20, Number 9, 095016
A Multilayer Bending Model for Conducting Polymer Actuators
Volume 163, Issue 1, September 2010, Pages 240–246
Modeling of RCC beam in ABAQUS
I am trying to model a
RCC beam using a linear line element (B21) for concrete and a linear truss
element (T2D2) for rebar in ABAQUS. Can someone tell me how do I connect rebar with
concrete?
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