You are being redirected because this document is part of your ASTM Compass® subscription.
    This document is part of your ASTM Compass® subscription.

    Volume 42, Issue 1 (January 2014)

    A New Apparatus and Method for Torsion Test of Large-size Reinforced Concrete Beams

    (Received 6 December 2012; accepted 19 July 2013)

    Published Online: 2013


      Format Pages Price  
    PDF (8.9M) 16 $25   ADD TO CART

    Cite this document

    X Add email address send
      .RIS For RefWorks, EndNote, ProCite, Reference Manager, Zoteo, and many others.   .DOCX For Microsoft Word


    This paper describes a novel apparatus and method for conducting torsion tests on large-size hollow reinforced concrete (RC) beams. Previous torsion tests of concrete beams often used metal components to clamp the concrete beam specimen while exerting a twisting torque. This type of apparatus could allow gaps and slips between the clamping metal components and the concrete specimen, introducing errors into the small deformation measurement. In this study we used a monolithic transverse RC beam to convey a twisting torque without gaps to the twist end of the longitudinal test beam and constructed a monolithic RC block at the fixed end. Pre-tensioning forces were used to fasten the RC blocks of the specimens to the underlying steel seat and to the strong floor, thus producing a slippage-free mechanism for the fixed end. The test apparatus also incorporated devices to eliminate any constraints on the longitudinal elongation of the test beams. Seven quantities were experimentally determined for each of the specimens through continuous measurement, using various measurement lengths. The test results show that the test apparatus is rather efficient in determining small twists and that the initial branches of the obtained torque-twist curves exhibit a high degree of linearity. The results also demonstrate that a measurement length should be long enough to incorporate the entire failure region, but not too long, as too much length can cause the twist angles to be underestimated. Furthermore, the experimental values of the shear flow zone thickness decrease drastically around the cracking and remain relatively constant after cracking. The obtained elongation-twist curves are smooth when the measurement length covers the entire failure region, but otherwise they have abrupt turns due to drastic losses of measured twist angles.

    Author Information:

    Jeng, Chyuan-Hwan
    Dept. of Civil Engineering, National Chi Nan Univ., Nantou,

    Peng, Sheng-Fu
    Dept. of Civil Engineering, National Kaohsiung Univ. of Applied Sciences, Kaohsiung,

    Chiu, Hao-Jan
    Fu-Tai Engineering Co., Ltd, Taipei,

    Stock #: JTE20120351


    DOI: 10.1520/JTE20120351

    Title A New Apparatus and Method for Torsion Test of Large-size Reinforced Concrete Beams
    Symposium ,
    Committee C09