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Simulation Analysis of Feisha Reinforced Concrete U-shaped Section Aqueduct
| Content Provider | Semantic Scholar |
|---|---|
| Author | Ji, Dongyu Yang, Zhichao |
| Copyright Year | 2014 |
| Abstract | Feisha aqueduct is located at west main canal of irrigation district in the Xinjin county, Liaoning province, the aqueduct is reinforced concrete rib arch aqueduct, arch centering is variable cross-section reinforced concrete double rib structure, arch axis is parabola, clear span is 33 m, rise-span ratio is 1/3. Aqueduct is a important conveyance structure, this paper uses three dimensional finite element method to simulate and analyse Feisha reinforced concrete U-shaped section aqueduct, and researchs stress and deformation distribution of aqueduct during construction and operation period. Research results show that Feisha reinforced concrete U-shaped section aqueduct structure is reasonable, stressing definite, can satisfy engineering requirement. Feisha aqueduct adopts reinforced concrete rib arch scheme is reasonable. Aqueduct structure is stressing definite, simple, convenient for construction. Vertical displacement of aqueduct structure is small, can meet stiffness requirement. KeywordsReinforced concrete aqueduct; Finite element method; Simulation analysis; Stress distribution; Calculation model. |
| File Format | PDF HTM / HTML |
| DOI | 10.2991/meic-14.2014.265 |
| Alternate Webpage(s) | https://download.atlantis-press.com/article/15231.pdf |
| Alternate Webpage(s) | https://doi.org/10.2991/meic-14.2014.265 |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |
