Force calculation and study of reinforced concrete rectangular-sectioned aqueduct

Author

Min Tan ; Kelun Wei

Author_Institution

Hunan Urban Constr. Coll., Xiangtan, China

fYear

2013

fDate

23-24 Dec. 2013

Firstpage

326

Lastpage

329

Abstract

Reinforced concrete masonry arch aqueduct has many advantages, such as structure is simple, bearing capacity is great. This paper adopts finite element method to carry out force analysis for Xuechuan reinforced concrete masonry arch aqueduct, considering aqueduct weight, water pressure and earthquake effect, etc. Researching stress and deformation distribution law of reinforced concrete masonry arch aqueduct. The analysis results provide a certain reference for design and construction of reinforced concrete masonry arch aqueduct structure.

Keywords

canals; construction; deformation; design engineering; earthquake engineering; finite element analysis; reinforced concrete; stress analysis; Xuechuan reinforced concrete masonry arch aqueduct; aqueduct weight; bearing capacity; deformation distribution law; earthquake effect; finite element method; force calculation; reinforced concrete masonry arch aqueduct structure construction; reinforced concrete masonry arch aqueduct structure design; reinforced concrete rectangular-sectioned aqueduct; stress distribution law; water pressure; Automation; Concrete; Earthquakes; Finite element analysis; Instrumentation and measurement; Presses; Stress; Finite element method; Mmasonry arch aqueduct; Reinforced concrete; Stress distribution;

fLanguage

English

Publisher

ieee

Conference_Titel

Instrumentation and Measurement, Sensor Network and Automation (IMSNA), 2013 2nd International Symposium on

Conference_Location

Toronto, ON

Type

conf

DOI

10.1109/IMSNA.2013.6743281

Filename

6743281