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author:

Peng, D.-W. (Peng, D.-W..) [1] | Chen, C.-W. (Chen, C.-W..) [2] | Wu, J.-J. (Wu, J.-J..) [3]

Indexed by:

Scopus

Abstract:

Based on an concrete "T" beam model test, the distributions of its inner temperature in the natural environment and the corresponding thermal displacement are tested, with tens of thousands of measured data obtained. Through the analysis of data collected by mathematical statistics, the modified coefficient of the formula (AL = axAfxL) computing the thermal displacement of concrete bridge is brought out. And the FEM thermal analysis is taken .But there is much difference between the test data and the computing results with shrinkage distortion generated by the change of the dampness according to the code has been eliminated. The researching results mentioned above provide the base to computing the thermal deformation of the concrete T beam with Jointless Bridge, and provide the reference to computing the thermal deformation of other sectional concrete bridge.

Keyword:

Bridge engineering; Concrete T beam; Correction coefficient; FEM thermal analysis; Test; Thermal displacement

Community:

  • [ 1 ] [Peng, D.-W.]Shanghai Institute of Technology, China
  • [ 2 ] [Chen, C.-W.]Fuzhou University, China
  • [ 3 ] [Wu, J.-J.]Fuzhou University, China

Reprint 's Address:

  • [Peng, D.-W.]Shanghai Institute of TechnologyChina

Email:

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Source :

Proceedings of the 4th International Conference on New Dimensions in Bridges, Flyovers, Overpasses and Elevated Structures

Year: 2017

Page: 225-231

Language: English

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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