2D Modeling Temperature Development of Mass Concrete Structures at Early Age

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Date

2018

Journal Title

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Volume Title

Publisher

fib. The International Federation for Structural Concrete
fib. The International Federation for Structural Concrete

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Green Open Access

No

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Abstract

In this paper, a 2D finite volume analysis methodology was used to predict temperature development within three different bridge pier caps. MATLAB® was employed to generate a program that solves the governing heat transfer equation where development of thermo-physical concrete properties was defined as a function of degree of hydration. The rate of heat generation was obtained experimentally via adiabatic calorimetry and the activation energy was determined following the ASTM C 1074 procedure to implement equivalent age concept. 2D finite volume analysis results were presented in comparison with the recorded concrete temperatures from the field. Accordingly, temperature time histories at the center and the side surface of the bridge pier caps were predicted reasonably well using the concrete mixture information and the measured concrete hydration properties. © Springer International Publishing AG 2018.

Description

Keywords

Mass Concrete, Numerical Modeling, Thermal Behavior

Fields of Science

Citation

Yikici T.A., Chen R.H.L. (2017). 2D Modeling temperature development of mass concrete structures at early age. High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017fib Symposium. p. 612-620

WoS Q

N/A

Scopus Q

Q4
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OpenCitations Citation Count
4

Source

fib Symposium -- International fib Symposium on High Tech Concrete: Where Technology and Engineering Meet

Volume

Issue

Start Page

612

End Page

620
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Scopus : 1

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Mendeley Readers : 5

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2

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7

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432

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66

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