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Structural response of a fibre reinforced concrete pile-supported flat slab: full-scale test
- Source :
- UPCommons. Portal del coneixement obert de la UPC, Universitat Politècnica de Catalunya (UPC)
- Publication Year :
- 2021
-
Abstract
- The total substitution of traditional reinforcement in the form of steel bars by fibres can be mainly found in elements with favourable boundary conditions and subjected to low-moderate load levels. However, the rigorous study of fibre reinforced concrete (FRC) and its potential fields of application over the last decades permitted this material to face structural application with greater responsibility in terms of structural integrity and mechanical capacity – construction of FRC flat slabs. This promising technology was used in a dozen buildings with recognition of positive outcomes with respect to the optimization of resources, reduction of execution time, and environmental impacts. Despite these achievements, the application of FRC in flat slabs is still limited in the building sector because of certain concerns of the material capacities, and existence of some aspects related both to service and ultimate limit states, which are still unclear. With this in mind, an extensive experimental programme was carried out and focused on the construction of a full-scale FRC flat slab and its loading protocol in order to analyse both crack and deflection patterns. Likewise, the structure was led to failure, which also allowed assessing both the bearing and deformability capacities as well as the fibre distribution and orientation. The results derived from this experimental program are expected to increase the confidence of designers and practitioners on the use of FRC as structural material for column-supported flat slabs. The authors wish to express their gratitude to the Spanish Ministry of Economy, Industry and Competitiveness (MINECO) for the financial support in the scope of the project eFIB (reference: RTC-2016-5263-5) which was carried out along with SACYR Ingeniería e Infraestructura. The authors also appreciate valuable input of Nikola Tošić into the manuscript. The first author, personally, thanks the Department of Enterprise and Education of Catalan Government for providing support through the PhD Industrial Fellowship (2018 DI 77) in collaboration with Smart Engineering Ltd. (UPC’s Spin-Off).
- Subjects :
- Computer science
0211 other engineering and technologies
020101 civil engineering
02 engineering and technology
0201 civil engineering
law.invention
law
Deflection (engineering)
021105 building & construction
Elevated slab
Boundary value problem
Reinforcement
Serviceability behaviour
Civil and Structural Engineering
Concrete slabs
Bearing (mechanical)
Structural material
business.industry
Formigó armat
Enginyeria civil::Materials i estructures::Materials i estructures de formigó [Àrees temàtiques de la UPC]
Structural engineering
FRC
Full-scale test
Two-way slab
Slab
Ultimate behaviour
Pile
business
Reduction (mathematics)
Fibre reinforced concrete
Subjects
Details
- Language :
- English
- Database :
- OpenAIRE
- Journal :
- UPCommons. Portal del coneixement obert de la UPC, Universitat Politècnica de Catalunya (UPC)
- Accession number :
- edsair.doi.dedup.....a0ae076952d3c1759b579a9e19093cab