Evaluation on thermal stress distribution of a cable-stayed footbridge under temperature loading

X. F. Fan; B. Chen; Y. J. Jiang; You Lin Xu

Evaluation on thermal stress distribution of a cable-stayed footbridge under temperature loading

X. F. Fan, B. Chen, Y. J. Jiang, You Lin Xu

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

Abstract

The thermal stress distribution of a cable-stayed footbridge is investigated in this study through numerical computation. With appropriate assumption, the temperature field of the footbridge is simplified and divided into several components. Fine finite element models are constructed for the deck plate, bridge section, and bridge tower to calculate the structural thermal stress distribution. The made observations demonstrate that the temperature induced stresses of the footbridge is substantially large, which should be taken in consideration in the maintenance process.

Original language	English
Title of host publication	Progress in Civil, Architectural and Hydraulic Engineering - Selected Papers of the 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015
Publisher	CRC Press/Balkema
Pages	849-854
Number of pages	6
ISBN (Print)	9781138029163
Publication status	Published - 1 Jan 2016
Externally published	Yes
Event	4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015 - Guangzhou, China Duration: 20 Jun 2015 → 21 Jun 2015

Conference

Conference	4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015
Country/Territory	China
City	Guangzhou
Period	20/06/15 → 21/06/15

Keywords

Footbridge
Numerical simulation
Thermal effect
Thermal stress

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology
Safety, Risk, Reliability and Quality

Cite this

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title = "Evaluation on thermal stress distribution of a cable-stayed footbridge under temperature loading",

abstract = "The thermal stress distribution of a cable-stayed footbridge is investigated in this study through numerical computation. With appropriate assumption, the temperature field of the footbridge is simplified and divided into several components. Fine finite element models are constructed for the deck plate, bridge section, and bridge tower to calculate the structural thermal stress distribution. The made observations demonstrate that the temperature induced stresses of the footbridge is substantially large, which should be taken in consideration in the maintenance process.",

keywords = "Footbridge, Numerical simulation, Thermal effect, Thermal stress",

author = "Fan, {X. F.} and B. Chen and Jiang, {Y. J.} and Xu, {You Lin}",

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booktitle = "Progress in Civil, Architectural and Hydraulic Engineering - Selected Papers of the 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015",

publisher = "CRC Press/Balkema",

note = "4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015 ; Conference date: 20-06-2015 Through 21-06-2015",

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Fan, XF, Chen, B, Jiang, YJ & Xu, YL 2016, Evaluation on thermal stress distribution of a cable-stayed footbridge under temperature loading. in Progress in Civil, Architectural and Hydraulic Engineering - Selected Papers of the 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015. CRC Press/Balkema, pp. 849-854, 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015, Guangzhou, China, 20/06/15.

Evaluation on thermal stress distribution of a cable-stayed footbridge under temperature loading. / Fan, X. F.; Chen, B.; Jiang, Y. J. et al.
Progress in Civil, Architectural and Hydraulic Engineering - Selected Papers of the 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015. CRC Press/Balkema, 2016. p. 849-854.

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

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AU - Jiang, Y. J.

AU - Xu, You Lin

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N2 - The thermal stress distribution of a cable-stayed footbridge is investigated in this study through numerical computation. With appropriate assumption, the temperature field of the footbridge is simplified and divided into several components. Fine finite element models are constructed for the deck plate, bridge section, and bridge tower to calculate the structural thermal stress distribution. The made observations demonstrate that the temperature induced stresses of the footbridge is substantially large, which should be taken in consideration in the maintenance process.

AB - The thermal stress distribution of a cable-stayed footbridge is investigated in this study through numerical computation. With appropriate assumption, the temperature field of the footbridge is simplified and divided into several components. Fine finite element models are constructed for the deck plate, bridge section, and bridge tower to calculate the structural thermal stress distribution. The made observations demonstrate that the temperature induced stresses of the footbridge is substantially large, which should be taken in consideration in the maintenance process.

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KW - Numerical simulation

KW - Thermal effect

KW - Thermal stress

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M3 - Conference article published in proceeding or book

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EP - 854

BT - Progress in Civil, Architectural and Hydraulic Engineering - Selected Papers of the 4th International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2015

PB - CRC Press/Balkema

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Y2 - 20 June 2015 through 21 June 2015

ER -

Evaluation on thermal stress distribution of a cable-stayed footbridge under temperature loading

Abstract

Conference

Keywords

ASJC Scopus subject areas

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