IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v11y2019i9p2465-d226146.html
   My bibliography  Save this article

Experimental Study on the Shear Performance of Reinforced Concrete Beams Strengthened with Bolted Side-Plating

Author

Listed:
  • Xin Liu

    (Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China)

  • Yu Chen

    (Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China)

  • Ling-Zhi Li

    (Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China)

  • Mei-Ni Su

    (School of Mechanical, Aerospace and Civil Engineering, University of Manchester, Manchester M1 3NJ, UK)

  • Zhou-Dao Lu

    (Department of Disaster Mitigation for Structures, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China)

  • Ke-Quan Yu

    (School of Engineering and Information Technology, The University of New South Wales, Sydney, NSW 2052, Australia)

Abstract

To investigate the residual shear capacity of post-fire bolted side-plated (BSP) reinforced concrete (RC) beams with different depths of steel plate and types of anchor adhesive, i.e., magnesium oxychloride cement (MOC) and HIT-RE500, a control beam and five BSP beams were fabricated, of which two were exposed to fire in accordance with ISO834 temperature curve. Four-point bending shear tests were conducted to investigate the influence of elevated temperature on the failure mode, cracking load, shear capacity, stiffness, ductility and strain development, etc. The shear capacities of RC beams were found to be improved significantly by using the BSP technique. However, the stiffness of BSP beams was seriously degraded after exposed to fire, but the reduction in shear capacity was negligible, whereas the ductility and the strain of longitudinal reinforcement were obviously increased. Thus, the failure-mode was changed from shear failure to flexural failure. Regarding the adhesive mortar used for bolt anchorage, magnesium oxychloride cement (MOC) achieved higher shear capacity and better ductility but lower stiffness for BSP beams compared with HIT-RE500. Additionally, increasing the depth of bolted steel plates effectively improved the shear performance of BSP beams. In the tests, uneven relative slips were observed on the plate-RC interface due to the shear deformation of bolt shafts and the plates’ tensile principal stress perpendicular to the main diagonal crack, which proved the deformation lag of the bolted steel plates with respect to the RC beam. The outcomes of this study provide a better understanding on the shear performance of BSP beams at room temperatures and at fire conditions.

Suggested Citation

  • Xin Liu & Yu Chen & Ling-Zhi Li & Mei-Ni Su & Zhou-Dao Lu & Ke-Quan Yu, 2019. "Experimental Study on the Shear Performance of Reinforced Concrete Beams Strengthened with Bolted Side-Plating," Sustainability, MDPI, vol. 11(9), pages 1-22, April.
  • Handle: RePEc:gam:jsusta:v:11:y:2019:i:9:p:2465-:d:226146
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/11/9/2465/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2071-1050/11/9/2465/
    Download Restriction: no
    ---><---

    References listed on IDEAS

    as
    1. Jun Zhou & Lu Wang, 2019. "Repair of Fire-Damaged Reinforced Concrete Members with Axial Load: A Review," Sustainability, MDPI, vol. 11(4), pages 1-16, February.
    2. Xin Liu & Zhou-Dao Lu & Ling-Zhi Li, 2018. "The Use of Bolted Side Plates for Shear Strengthening of RC Beams: A Review," Sustainability, MDPI, vol. 10(12), pages 1-15, December.
    Full references (including those not matched with items on IDEAS)

    Most related items

    These are the items that most often cite the same works as this one and are cited by the same works as this one.
    1. Xing-yan Shang & Jiang-tao Yu & Ling-zhi Li & Zhou-dao Lu, 2019. "Strengthening of RC Structures by Using Engineered Cementitious Composites: A Review," Sustainability, MDPI, vol. 11(12), pages 1-18, June.
    2. Wenxian Ma & Chunxiang Yin & Jun Zhou & Lu Wang, 2019. "Repair of Fire-Damaged Reinforced Concrete Flexural Members: A Review," Sustainability, MDPI, vol. 11(19), pages 1-14, September.
    3. Alaa Fahad Mashshay & S. Komeil Hashemi & Hamidreza Tavakoli, 2023. "Post-Fire Mechanical Degradation of Lightweight Concretes and Maintenance Strategies with Steel Fibers and Nano-Silica," Sustainability, MDPI, vol. 15(9), pages 1-16, May.
    4. Mohammad Amin Molod & Franz-Joseph Barthold & Panagiotis Spyridis, 2023. "Minimally Invasive Retrofitting of RC Joints with Externally Applied SMA Plate—Adaptive Design Optimisation through Probabilistic Damage Simulation," Sustainability, MDPI, vol. 15(4), pages 1-25, February.

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:11:y:2019:i:9:p:2465-:d:226146. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    If CitEc recognized a bibliographic reference but did not link an item in RePEc to it, you can help with this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.