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Comparison Study on Nondestructive Strength Equation Based on Probability for Bridges
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확률론적 방법을 적용한 도로교량의 비파괴 압축강도식 평가

논문 기본 정보

Type
Academic journal
Author
Kim, Hun-Kyom (서울특별시청 도로시설과)
Journal
Korean Society of Road Engineers 한국도로학회논문집 한국도로학회논문집 제20권 제3호 KCI Accredited Journals
Published
2018.1
Pages
39 - 46 (8page)

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Comparison Study on Nondestructive Strength Equation Based on Probability for Bridges
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PURPOSES: This study is to estimate nondestructive strength equation based on probability for bridges using field test data. METHODS : In this study, a series of the field inspection and the test have been performed on 297 existing bridges, in order to evaluate the bridges, based on the test results of the in-depth inspection, and the estimated strengths by means of the nondestructive strength equations are analyzed and compared with results of the core specimen strengths. RESULTS : According to results of analyses, In case of standard design compressive strength of concrete is 18MPa, 21MPa, similar reliability of RILEM equation were 0.89~0.90, but in case of standard design compressive strength of concrete is 35MPa, 40MPa were 0.4~0.56. According to standard design compressive strength of concrete is 40MPa, similar reliability of ultrasonic pulse velocity method equation were 0.56. CONCLUSIONS :RILEM equation had high similar reliability than other equation in case of standard design compressive strength of concrete is 18MPa, 21MPa, but had low similar reliability than other equation in case of standard design compressive strength of concrete is 35MPa, 40MPa. and ultrasonic pulse velocity method equation had low similar reliability than other equation in case of standard design compressive strength of concrete is 40MPa.

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