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首页> 外文期刊>Journal of Structural Engineering >Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors
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Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors

机译:HSS-UHPC组合梁与高性能粘结条状连接器抗弯性能的试验研究

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In order to explore the flexural performance of high-strength steel (HSS)/ultrahigh performance concrete (UHPC) composite beams, a total of six HSS-UHPC composite beams with varying levels of interfacial shear connectivity, arrangements of perfobond strip connectors (PBL), and variable thicknesses of concrete decks were fabricated and tested. The failure mode, flexural stiffness, load-deflection curve, strain history, and interfacial slippages obtained from the composite beams are presented and discussed. Experimental results indicated that despite the lightweight feature of such a hybrid system, the HSS-UHPC composite beams exhibited high flexural stiffness and favorable ductility. As the level of shear connectivity decreases, the bending resistance of HSS-UHPC composite beams decreases, while the beams' ductility exhibits slight enhancement. The PBL arrangement has crucial effects on the behavior of HSS-UHPC composite beams, and the beams' ductility was improved by approximately 48.9 by alternating uniformly distributed PBLs to a nonuniform distribution pattern. Experimental results also highlighted the influence of the UHPC deck thickness on the flexural performance of the composite beams. As compared to an 80.0 mm-thick UHPC deck, the 100.0 mm-thick UHPC deck witnessed increases in bending stiffness, yield moment, and ultimate resistance of the composite beam by 19.8, 22.8, and 14.6, respectively. Comparisons between the results obtained from the tests and analytical procedures for predicting HSS-UHPC composite beams resistances were performed to assess the feasibility of existing design approaches. Results of the study confirmed that equations recommended by GB 50017-2017 have favorable accuracy in calculating the bending resistance of HSS-UHPC composite beams with uniformly distributed PBLs, while for HSS-UHPC composite beams with nonuniformly distributed PBLs, both the AASHTO LRFD and Ban et al. equations are recommended.
机译:为探究高强钢(HSS)/超高性能混凝土(UHPC)组合梁的抗弯性能,共制备并测试了6根不同界面剪切连通性水平、性能粘结条状连接件(PBL)排列和不同厚度混凝土桥面的高速钢-UHPC组合梁。给出并讨论了组合梁的破坏模式、弯曲刚度、荷载-挠度曲线、应变历史和界面滑移。实验结果表明,尽管这种混合系统具有轻量化的特点,但HSS-UHPC组合梁表现出较高的抗弯刚度和良好的延性。随着剪切连通性水平的降低,HSS-UHPC组合梁的抗弯能力降低,而梁的延性略有增强。PBL布置对HSS-UHPC组合梁的性能具有重要影响,通过将均匀分布的PBL交替到非均匀分布模式,梁的延性提高了约48.9%。实验结果也凸显了UHPC桥面厚度对组合梁抗弯性能的影响。与80.0 mm厚的UHPC桥面相比,100.0 mm厚的UHPC桥面的弯曲刚度、屈服力矩和极限阻力分别提高了19.8%、22.8%和14.6%。将试验结果与预测HSS-UHPC组合梁阻力的分析程序进行比较,以评估现有设计方法的可行性。研究结果证实,GB 50017-2017推荐的方程在计算PBL均匀分布的HSS-UHPC组合梁抗弯能力方面具有较好的精度,而对于PBL分布不均匀的HSS-UHPC组合梁,则推荐使用AASHTO LRFD和Ban等人的方程。

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