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Zarate Garnica, G.I. (author), Lantsoght, E.O.L. (author), Yang, Y. (author)
Nowadays, with the aging of the bridges and the advancements in technology, load testing has emerged as an effective method to assess existing concrete bridges with missing information, or where analytical methods do not provide an accurate assessment. Two types of load tests are identified: diagnostic load tests and proof load tests. Both...
journal article 2022
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Lantsoght, E.O.L. (author), Zarate Garnica, G.I. (author), Zhang, F. (author), Park, Min-Kook (author), Yang, Y. (author), Sliedrecht, Henk (author)
For the assessment of existing slab-between-girder bridges, the shear capacity and failure mode are under discussion. Previous research showed that the static and fatigue punching capacity of the slabs is sufficient as a result of compressive membrane action. The girders then become the critical elements. This research studies the shear capacity...
journal article 2021
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Zarate Garnica, G.I. (author), Zhang, F. (author), Yang, Y. (author), van der Veen, C. (author), Lantsoght, E.O.L. (author), Naaktgeboren, M. (author), Fennis, S.A.A.M. (author)
Proof load testing can be an interesting method to assess existing bridges for which analytical methods are unable to provide an accurate assessment. In a proof load test, a load representative of the factored live load is applied to the bridge. If the bridge can carry this load without distress, the proof load test is success-ful, and the...
conference paper 2021
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Zhang, F. (author), Zarate Garnica, G.I. (author), Yang, Y. (author), Lantsoght, E.O.L. (author), Sliedrecht, Henk (author)
In the Netherlands, many prestressed concrete bridge girders are found to have insufficient shear–tension capacity. We tested four girders taken from a demolished bridge and instrumented these with traditional displacement sensors and acoustic emission (AE) sensors, and used cameras for digital image correlation (DIC). The results show that AE...
journal article 2020
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