A trigonometric analytical solution of simply supported horizontally curved composite I-beam considering tangential slips
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Publication:1792844
DOI10.1155/2016/2465025zbMath1400.74062OpenAlexW2534383199WikidataQ59131145 ScholiaQ59131145MaRDI QIDQ1792844
Zheng-wei Gu, Xu-xi Qin, Chun-li Wu, Han-Bing Liu
Publication date: 12 October 2018
Published in: Mathematical Problems in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1155/2016/2465025
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)
Cites Work
- Calculation analysis of shearing slip for steel-concrete composite beam under concentrated load
- Generalized coordinate for warping of naturally curved and twisted beams with general cross-sectional shapes
- Analytical solutions for the time-dependent behaviour of composite beams with partial interaction
- Displacement-based formulations for composite beams with longitudinal slip and vertical uplift
- A direct stiffness analysis of a composite beam with partial interaction
- Composite beams with weak shear connection
- A two-field mixed variational principle for partially connected composite beams.
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