In-Place Modulus of Elasticity for High-Performance Concrete Bridge

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Title: In-Place Modulus of Elasticity for High-Performance Concrete Bridge

Author(s): Erin A. Hughes, Zhiyoung Liang, Rola L. Idriss, and Craig M. Newtson

Publication: Materials Journal

Volume: 102

Issue: 6

Appears on pages(s): 454-458

Keywords: coefficient of thermal expansion; high-performance concrete; prestressed concrete; Young’s modulus

DOI: 10.14359/14809

Date: 11/1/2005

Abstract:
This study presents an evaluation of Young’s modulus of elasticity Ec for a new, prestressed, high-performance concrete, spread box-girder bridge. The modulus of elasticity was measured using sample concrete cylinders obtained during concrete placement of the study bridge girders as well as through embedded fiber-optic sensors that were placed inside the bridge girders. The measured modulus of elasticity was then compared with several well-known empirical equations used to predict Ec during the design process. The coefficient of thermal expansion, a, was also measured using the deformation sensors.


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