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

المؤلفون المشاركون

Choi, Won-Chang
Rickard, Larry

المصدر

Advances in Materials Science and Engineering

العدد

المجلد 2016، العدد 2016 (31 ديسمبر/كانون الأول 2016)، ص ص. 1-7، 7ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2016-05-23

دولة النشر

مصر

عدد الصفحات

7

الملخص 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.

نمط استشهاد جمعية علماء النفس الأمريكية (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

نمط استشهاد الجمعية الأمريكية للغات الحديثة (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

نمط استشهاد الجمعية الطبية الأمريكية (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

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1096433