Static, dynamic, and buckling analysis of partial interaction composite members using Timoshenko's beam theory
175 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/db5c37ac3b2191d321e04d056c0994f2f8a8b6b4
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- Variational principle of partial-interaction composite beams using Timoshenko's beam theory (2012, methodology): “The properties of the beam are same with those given by Girhammar and Gopu [5] or Xu and Wu [7], which are C 1⁄4 78:5 MN, D 1⁄4 0:6 MNm, D1⁄4 0:15 MNm, EA 1⁄4 45 MN, a1⁄4 2:1082=m, b 1⁄4 4, H1⁄4 0:1m, L1⁄4 4 m, rI0 1⁄4 0:017 kg=m, rA0 1⁄4 39:75 kg=m, ks 1⁄4 50 MN=m2.”