A two-field mix variational principle for partially connected composite beams
By A. Ayoub. 2001
55 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/82b627b63fe0d707a87382856f5dee45302ee56e
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Control and Systems Engineering
In Mechanics of Materials
Citations in the corpus
- Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation (2007, background): “…refined to incorporate numerous aspects of non-linear geometric and material behaviour, as well as time dependent effects, fatigue and load reversals, e.g. [Ayoub 2001, Čas et al. 2004, Čas et al. 2004 b, Čas 2004, Fabbrocino et al. 2002, Faella et al. 2002, Gatessco 1999, Smith and Teng 2001].”
- Locking-free two-layer Timoshenko beam element with interlayer slip (2007, background): “Therefore, in recent years numerous investigators have refined these theories to incorporate several aspects of non-linear geometric and material behaviour [10–14] as well as torsion [15], time dependent effects [8], uplift [16] and dynamics [17].”