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Prediction of Torsional Strength for Very High Early Strength Geopolymer

机译:超高早期强度地质聚合物的抗扭强度预测

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Very early high strength geopolymers are gaining acceptance as alternative repair materials for highways and other infrastructure. In this study, a very rapid geopolymer binder based on Metakaolin (MK) and Parawood ash (PWA), developed by the authors, was experimentally tested and a prediction model for its torsional strength is proposed. The geopolymer samples were subjected to uniaxial compression, flexural beam, and torsion tests. The modulus of rupture and torsional strength in terms of compression strength were found to be well approximated by 0.7(f’c)1/2 and 1/7(x2y) (f’c)1/2, respectively. Also an interaction relation to describe combined bending and torsion was developed in this study. In addition, the effects of aspect ratio (y/x) were studied on both torsional strength and combined bending and torsion. It was found that an aspect ratio of y/x?=?3 significantly reduced the torsional resistance, to about 50?% of the torsional strength of a square section.
机译:极早的高强度地质聚合物已被接受为高速公路和其他基础设施的替代修补材料。在这项研究中,作者测试了一种非常快速的基于偏高岭土(MK)和Parawood灰(PWA)的地聚合物粘合剂,并提出了其抗扭强度的预测模型。对该地质聚合物样品进行了单轴压缩,弯曲梁和扭转测试。发现以压缩强度计的断裂模量和抗扭强度分别很好地近似为0.7(f′c)1/2和1/7(x2y)(f′c)1/2。在这项研究中,还开发了一种相互作用关系来描述弯曲和扭转的组合。此外,还研究了纵横比(y / x)对扭转强度以及弯曲和扭转组合的影响。发现y /xθ=θ3的长径比显着减小了抗扭强度,减小到方形截面抗扭强度的50%。

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