钢筋混凝土ABC桥墩预埋注浆耦合器在车辆冲击下的性能研究

Suman Roy
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摘要

越来越多的报道称,地震、爆炸和车辆撞击事件导致桥墩动态荷载的增加。统计数据表明,虽然地震和爆炸在文献中受到了极大的关注,但车辆撞击的发生频率明显更高,但很少考虑。随着新的施工方法,如加速桥梁施工(ABC)及其对车辆撞击性能的响应,在广泛使用之前需要进行额外的研究。研究了耦合器的静态和动态性能。考虑了一座具有代表性的圆形截面钢筋混凝土桥梁,并在基础中嵌入了填充混凝土灌浆的空心圆柱形拼接套管。基于制造商的数据,建立了单根灌浆耦合器的有限元模型。考虑了通过负载比分配的负载,并将其应用于单个耦合器。还使用商业有限元软件包ANSYS进行了数值模拟。这项研究由网格独立研究领导,以精确完成灵敏度分析。将数值模拟的结果与相应的解析解进行了比较。绘制保守动态模拟产生的应力应变图,然后进行完整性分析,以捕捉高变形下的材料性能。将准静态应变速率用于连接耦合器的钢筋,并用有限元(FE)结果进行验证,以确定钢筋的动态冲击系数(DIF)。通过利用已发表期刊的实验数据进一步验证了这一点。这项研究通过提供有价值的信息来帮助选择合适的耦合器连接,解决各种性能水平下的材料特性,并为研究人员、从业者和结构工程师提供有用的指导,从而达成了良好的一致性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Performance of Grouted Coupler Embedded in Reinforced Concrete ABC Bridge Pier at Vehicle Impact
Increased occurrence of dynamic loading on bridge piers caused by seismic, blast and vehicular impact incidences have been increasingly reported. Statistical data shows that while seismic and blast have received significant attention in the literature, whereas the frequency of occurrence of vehicular impact is remarkably higher but contemplating little consideration. With the newer construction methods like accelerated bridge construction (ABC) and its response against vehicle impact performance needs an additional study before widespread use. Static and dynamic performances of the coupler are investigated. A representative circular RC bridge with circular cross-section is considered and hollow cylindrical splice-sleeves filled up with concrete grout is embedded in the foundation. Finite element model (FEM) of single grouted coupler is developed based on the manufacturer data. Apportioned load through load ratio is considered and applied to the individual coupler. Numerical simulations are also performed using commercial finite element software package, ANSYS. This research is led by mesh independent studies to precisely accomplish sensitivity analyses. The results from numerical simulations are compared with the corresponding analytical solution. Stress-strain resulted from conservative dynamic simulation are plotted followed by integrity analyses to capture material performance at high deformation. Quasi-static strain rates are utilized for steel re-bars with connected coupler and validated with the finite element (FE) results to determine dynamic impact factor (DIF) of steel. This is further validated through utilizing experimental data from published journal. This study instills a good agreement by providing valuable information to aid in the selection of appropriate coupler connections, addressing material properties at various performance level, and contributes useful guidelines for the researchers, practitioners, and structural engineers.
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