Structural response of a fibre reinforced concrete pile-supported flat slab: full-scale test
| Autor: | Albert de la Fuente, Stanislav Aidarov, Francisco Mena |
|---|---|
| Přispěvatelé: | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció |
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
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 |
| Zdroj: | UPCommons. Portal del coneixement obert de la UPC Universitat Politècnica de Catalunya (UPC) |
| Popis: | 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). |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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