High-temperature effect on mechanical properties of fiber reinforced concretes including waste tire rubber
| Autor: | Murat Ozturk, Muzeyyen Balcikanli Bankir, Umur Korkut Sevim |
|---|---|
| Přispěvatelé: | Mühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümü, Öztürk, Murat, Bankir, Müzeyyen Balçıkanlı, Sevim, Umur Korkut |
| Jazyk: | angličtina |
| Rok vydání: | 2022 |
| Předmět: |
Fiber reinforcement (e)
Composite Compressive strength Fibre-reinforced Polypropylenes Properties of fiber Rubber Waste Tensile strength Engineering Mechanical Properties Fresh Heat resistance Fiber types General Materials Science Fiber Civil and Structural Engineering Crumb rubber Behavior Resistance tests Beams Fiber-reinforced concretes Building and Construction Steel fibers Pull-out strength Reinforced concrete Mechanics of Materials Electrical Engineering Electronics & Computer Science - Telecommunications - Interdisciplinary Applications Construction & Building Technology Rubber Strength Carbon steel fibers Abrasion Specific heat Waste tyre rubbers Tires Concrete |
| Popis: | In this paper, concretes including three different fiber types (carbon steel fiber [CSF], forta ferro fiber [FFF], and polypropylene fiber [PPF]) with different percentages by volume (0.5%, 1%, and 1.5%) and crumb rubber (CR) as a replacement of fine aggregate by volume (5%, 10%, and 15%) are mechanically investigated. Compressive strength, flexural tensile strength, pull out strength, and elevated heat resistance tests are conducted 28 days after casting on the prepared concrete specimens. For the elevated heat resistance test, samples are exposed to 200, 400, and 600 degrees C heat for 2 h and then compressive strength test is applied. According to the test results, fiber reinforcement limits compressive strength decrease and improves flexural tensile strength properties of the rubberized concretes. The positive effect of the fiber reinforcement is also observed on the samples conducted to pull out strength and elevated temperature resistance tests. CSF and PPF reinforced rubberized concretes perform better pull-out resistance then the FFF reinforced rubberized concretes. Elevated heat resistance test is as expected since with elevation of the temperature strength of the concrete decreases. But according to the test results of the present study, the strength decrease seems to be limited with fiber reinforcement. As a result, incorporation of the fiber and CR could help to utilize more waste tire (CR) in concrete to produce sustainable eco-friendly concrete. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|