Access the full text.
Sign up today, get DeepDyve free for 14 days.
References for this paper are not available at this time. We will be adding them shortly, thank you for your patience.
Reinforced concrete continuous curved girder bridge is an important structure in highway traffic, due to the complex stress condition of the structure, the numerical simulation analysis before bridge design is particularly important. The finite element method is used to establish the calculation model of reinforced concrete continuous curved girder bridge, according to the load distribution characteristics during the construction and operation of the bridge, the calculation and analysis conditions of the bridge are designed, the most unfavourable position of bridge load is analysed. The results show that, the maximum longitudinal stress of bridge usually occurs at the middle section or support of continuous beam span, this is mainly the stress distribution law of continuous beam structure, the vertical displacement of the bridge shows regular fluctuations at the support and each middle span. The research results provide a reference for the design and construction of reinforced concrete continuous curved girder bridge.
International Journal of Critical Infrastructures – Inderscience Publishers
Published: Jan 1, 2020
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.