Research on shear behavior and resistance of UHPFRC-RC composite beam. (October 2022)
- Record Type:
- Journal Article
- Title:
- Research on shear behavior and resistance of UHPFRC-RC composite beam. (October 2022)
- Main Title:
- Research on shear behavior and resistance of UHPFRC-RC composite beam
- Authors:
- Liu, Chao
Ji, He - Abstract:
- Abstract: Ultra-high performance fiber reinforced concrete (UHPFRC) is a material with high strength, ductility and impermeability, and it can be applied for strengthening concrete structure to form UHPFRC-RC composite structure. To study the shear mechanism of composite beams and establish calculation formula for shear resistance. At first, the shear test including one reinforced concrete(RC) beam and four UHPFRC-RC composite beams was designed to study the influence of UHPFRC layer, longitudinal reinforcement and shear span-to-depth ratio on shear resistance. Then, the test was conducted in three-point loading mode and the results showed that both UHPFRC layer and longitudinal reinforcement can effectively increase the shear resistance, and UHPFRC layer can improve the overall ductility of the structure. As for the local part, such as interface and UHPFRC layer, the near interface cracking(NIC) zone appeared in the concrete element and UHPFRC layer appeared plastic hinges in the failure stage, they were special aspects for composite beams. Furthermore, the strain condition of reinforcement was recorded and the corresponding failure mechanism was analyzed in this paper. Finally, the calculation formula was established based on the truss-arch model and above works, and to verify this model, the test results from this paper and literatures were adopted to calculate the prediction values and compare them with test values, the results proved the calculation formula can predictAbstract: Ultra-high performance fiber reinforced concrete (UHPFRC) is a material with high strength, ductility and impermeability, and it can be applied for strengthening concrete structure to form UHPFRC-RC composite structure. To study the shear mechanism of composite beams and establish calculation formula for shear resistance. At first, the shear test including one reinforced concrete(RC) beam and four UHPFRC-RC composite beams was designed to study the influence of UHPFRC layer, longitudinal reinforcement and shear span-to-depth ratio on shear resistance. Then, the test was conducted in three-point loading mode and the results showed that both UHPFRC layer and longitudinal reinforcement can effectively increase the shear resistance, and UHPFRC layer can improve the overall ductility of the structure. As for the local part, such as interface and UHPFRC layer, the near interface cracking(NIC) zone appeared in the concrete element and UHPFRC layer appeared plastic hinges in the failure stage, they were special aspects for composite beams. Furthermore, the strain condition of reinforcement was recorded and the corresponding failure mechanism was analyzed in this paper. Finally, the calculation formula was established based on the truss-arch model and above works, and to verify this model, the test results from this paper and literatures were adopted to calculate the prediction values and compare them with test values, the results proved the calculation formula can predict shear resistance of UHPFRC-RC composite beams accurately. … (more)
- Is Part Of:
- Structures. Volume 44(2022)
- Journal:
- Structures
- Issue:
- Volume 44(2022)
- Issue Display:
- Volume 44, Issue 2022 (2022)
- Year:
- 2022
- Volume:
- 44
- Issue:
- 2022
- Issue Sort Value:
- 2022-0044-2022-0000
- Page Start:
- 1811
- Page End:
- 1823
- Publication Date:
- 2022-10
- Subjects:
- UHPFRC -- UHPFRC-RC composite beam -- Shear test -- Shear resistance -- Truss-arch model -- Calculation formula
Structural engineering -- Periodicals
624.1 - Journal URLs:
- http://www.sciencedirect.com/science/journal/23520124 ↗
http://www.sciencedirect.com/ ↗ - DOI:
- 10.1016/j.istruc.2022.08.087 ↗
- Languages:
- English
- ISSNs:
- 2352-0124
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 23879.xml