Evaluation of Subsurface Damage in Concrete Deck Joints Using Impact Echo Method

Joint Authors

Choi, Won-Chang
Rickard, Larry

Source

Advances in Materials Science and Engineering

Issue

Vol. 2016, Issue 2016 (31 Dec. 2016), pp.1-7, 7 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2016-05-23

Country of Publication

Egypt

No. of Pages

7

Abstract EN

Many factors can affect the overall performance and longevity of highway bridges, including the integrity of their deck joints.

This study focuses on the evaluation of subsurface damage in deteriorated concrete deck joints, which includes the delamination and corrosion of the reinforcement.

Impact echo and surface wave technology, mainly a portable seismic property analyzer (PSPA), were employed to evaluate the structural deficiency of concrete joints.

Laboratory tests of core samples were conducted to verify the nondestructive test results.

The primary advantage of the PSPA as a bridge assessment tool lies in its ability to assess the concrete’s modulus and to detect subsurface defects at a particular point simultaneously.

American Psychological Association (APA)

Rickard, Larry& Choi, Won-Chang. 2016. Evaluation of Subsurface Damage in Concrete Deck Joints Using Impact Echo Method. Advances in Materials Science and Engineering،Vol. 2016, no. 2016, pp.1-7.
https://search.emarefa.net/detail/BIM-1096433

Modern Language Association (MLA)

Rickard, Larry& Choi, Won-Chang. Evaluation of Subsurface Damage in Concrete Deck Joints Using Impact Echo Method. Advances in Materials Science and Engineering No. 2016 (2016), pp.1-7.
https://search.emarefa.net/detail/BIM-1096433

American Medical Association (AMA)

Rickard, Larry& Choi, Won-Chang. Evaluation of Subsurface Damage in Concrete Deck Joints Using Impact Echo Method. Advances in Materials Science and Engineering. 2016. Vol. 2016, no. 2016, pp.1-7.
https://search.emarefa.net/detail/BIM-1096433

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-1096433