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Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC
Frontiers in built environment, 5 (2019); 1-20. https://doi.org/10.3389/fbuil.2019.00026
Martín-Sanz, Henar; Tatsis, Konstantinos; Damjanovic, Domagoj; Stipanovic, Irina; Sajna, Aljosa; Duvnjak, Ivan; Bohinc, Uros; Brühwiler, Eugen; Chatzi, Eleni

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Martín Sanz, H., Tatsis, K., Damjanovic, D., Stipanovic, I., Sajna, A., Duvnjak, I. ... Chatzi, E. (2019). Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC. Frontiers in built environment, 5., 1-20. doi: 10.3389/fbuil.2019.00026

Martín Sanz, Henar, et al. "Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC." Frontiers in built environment, vol. 5, 2019, str. 1-20. https://doi.org/10.3389/fbuil.2019.00026

Martín Sanz, Henar, Konstantinos Tatsis, Domagoj Damjanovic, Irina Stipanovic, Aljosa Sajna, Ivan Duvnjak, Uros Bohinc, Eugen Brühwiler i Eleni Chatzi. "Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC." Frontiers in built environment 5 (2019): 1-20. https://doi.org/10.3389/fbuil.2019.00026

Martín Sanz, H., et al. (2019) 'Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC', Frontiers in built environment, 5, str. 1-20. doi: 10.3389/fbuil.2019.00026

Martín Sanz H, Tatsis K, Damjanovic D, Stipanovic I, Sajna A, Duvnjak I, i sur.. Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC. Frontiers in built environment [Internet]. 2019. [pristupljeno 01.11.2024.];5:1-20. doi: 10.3389/fbuil.2019.00026

H. Martín Sanz, et al., "Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC", Frontiers in built environment, vol. 5, str. 1-20, 2019. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:237:377007. [Citirano: 01.11.2024.]

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Podaci o radu
Naslov (engleski)Getting More Out of Existing Structures: Steel Bridge Strengthening via UHPFRC
AutorHenar Martín-Sanz
AutorKonstantinos Tatsis
AutorDomagoj Damjanovic
AutorIrina Stipanovic
AutorAljosa Sajna
AutorIvan Duvnjak
AutorUros Bohinc
AutorEugen Brühwiler
AutorEleni Chatzi
Autorova ustanovaSveučilište u Zagrebu
Građevinski fakultet
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Ultra-high-performance fiber-reinforced cement-based composite (UHPFRC) has been increasingly adopted for rehabilitation projects over the past two decades, proving itself as a reliable, cost-efficient and sustainable alternative against conventional methods. High compressive strength, low permeability and high ductility are some of the characteristics that render UHPFRC an excellent material for repairing existing aged infrastructure. UHPFRC is most commonly applied as a surface layer for strengthening and rehabilitating concrete structures such as bridge decks or building slabs. However, its implementation with steel structures has so far been limited. In this work, the UHPFRC strengthening of a steel bridge is investigated both in simulation as well as in the laboratory, by exploiting a real-world case study: the Buna Bridge. This Croatian riveted steel bridge, constructed in 1893, repaired in 1953, and decommissioned since 2010, was removed from its original location and transported to laboratory facilities for testing prior to and after rehabilitation via addition of UHPFRC slab. The testing campaign includes static and dynamic experiments featuring state-of-the-art monitoring systems such as embedded fiber optics, acoustic emission sensors and digital image correlation. The information obtained prior to rehabilitation serves for characterization of the actual condition of the structure and allows the design of the rehabilitation solution. The UHPFRC slab thickness was optimized to deliver optimal fatigue and ultimate capacity improvement at reasonable cost. Once the design was implemented, a second round of experiments was conducted in order to confirm the validity of the solution, with particular attention allocated to the interface between the steel substrate and the UHPFRC overlay, as the connection between both materials may result in a weak contact point. A detailed fatigue analysis, based on updated FEM models prior to and after strengthening, combined with the results of a reliability analysis prove the benefits of adoption of such a solution via the significant extension of the structural lifespan.
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaFrontiers in built environment
Brojčani podacivol. 5, str. 1-20
e-ISSN2297-3362
DOIhttps://doi.org/10.3389/fbuil.2019.00026
URN:NBNurn:nbn:hr:237:377007
Datum objave publikacije2019
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Zaštićeno autorskim pravom.
Datum i vrijeme pohrane2024-09-04 07:11:51