A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks w/wo Rebars through an Experimental-Numerical Approach

Λεπτομέρειες βιβλιογραφικής εγγραφής
Τίτλος: A Pilot Study on Structural Responses of Normal Concrete-UHPC Composite Bridge Decks w/wo Rebars through an Experimental-Numerical Approach
Συγγραφείς: Siqi Yuan, Zhao Liu, Teng Tong, Chung C. Fu
Πηγή: Advances in Civil Engineering, Vol 2020 (2020)
Στοιχεία εκδότη: Wiley, 2020.
Έτος έκδοσης: 2020
Συλλογή: LCC:Engineering (General). Civil engineering (General)
Θεματικοί όροι: Engineering (General). Civil engineering (General), TA1-2040
Περιγραφή: Ultra-high-performance concrete (UHPC) is already gaining in-field applications in bridge deck rehabilitation. On the other aspect, an innovative NC-UHPC composite deck system was motivated to promote accelerated bridge construction (ABC) implementation of a newly built bridge, of which the precast UHPC substrate serves as the formwork for the cast-in-place NC overlay. Performance characterizations were investigated by loading five decks, of various UHPC thickness and w/wo longitudinal or transverse rebars. Their effects on the composite decks’ failure patterns and load-deflection curves were quantitatively analyzed. Besides, digital image correlation (DIC) technique was adopted to adequately capture their damage evolutions. Moreover, analytical solutions for predicting a composite deck’s flexural and shear strengths are tentatively derived. Finally, 3D finite element (FE) models are developed within ATENA framework, capable of embracing the NC-UHPC interface’s behaviors. Numerical predictions agree well with the experimental results and can benefit further researches evolving a NC-UHPC composite deck system.
Τύπος εγγράφου: article
Περιγραφή αρχείου: electronic resource
Γλώσσα: English
ISSN: 1687-8086
1687-8094
Relation: https://doaj.org/toc/1687-8086; https://doaj.org/toc/1687-8094
DOI: 10.1155/2020/8816337
Σύνδεσμος πρόσβασης: https://doaj.org/article/88dd85b97baa48fab3850bd88a26b17d
Αριθμός Καταχώρησης: edsdoj.88dd85b97baa48fab3850bd88a26b17d
Βάση Δεδομένων: Directory of Open Access Journals
Περιγραφή
ISSN:16878086
16878094
DOI:10.1155/2020/8816337