Shear correction factors in Timoshenko's beam theory for arbitrary shaped cross-sections

By Friedrich Gruttmann, Werner Wagner. 2001

217 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/f09aec94977ad41477ee1e71bb4b33fe6f8de0ae

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In Civil and Structural Engineering

In Mechanics of Materials

Citations in the corpus

Performance of CUF Approach to Analyze the Structural Behavior of Slender Bodies (2012, unknown): “The geometric characteristics have been taken from Gruttmann and Wagner (2001).”
Refined beam elements with only displacement variables and plate/shell capabilities (2012, background): “Several works related to the shear correction factor evaluation were presented by Gruttmann et al. [18], Gruttmann and Wagner [ 17 ], and Wagner and Gruttmann [34].”
Much ado about shear correction factors in Timoshenko beam theory (2010, background): “Hodges (2000), Gruttmann and Wagner (2001), Ladevéze et al. (2001), El Fatmi and Zenzri (2002, 2004), and El Fatmi (2007a,b).”
Use of Lagrange multipliers to combine 1D variable kinematic finite elements (2013, unknown): “The geometry was taken from [32].”
An Arbitrary Cross Section, Locking Free Shear-flexible Curved Beam Finite Element (2013, methodology): “The locking free element formulation for layered arch herein proposed links well with the studies recently proposed in [52–54], particularly with the variational method proposed by Gruttmann and Wagner [55] for arbitrary shaped beam cross-sections with multiple connected domains that can easily be i”
Recent developments on refined theories for beams with applications (2015, unknown): “Gruttmann and Wagner (2001) adopted the following deﬁnition, which had been introduced by Bach and Baumann (1924) and Stojek (1964): where the shear correction factors, K Gx and K Gz , are computed by letting F z and F x be equal to zero, respectively.”