In this study, the two BFR wagons w

In this study, the two BFR wagons with PSC sleepers (as previously detailed) are placed on the bridge with loads coinciding with the axle position as in the field test. These loads are directly applied at the top of the bridge, which then gets transferred to the arch through the fill. The vertical deflection obtained at the crown of Span 1 is 0.55 mm (versus a measured value of 0.57 mm for BFR with 200 sleepers). The corresponding values of computed and measured vertical deflection at the crown of Span 2 are 0.54 and 0.6 mm, respectively. This indicates that the material properties of modulus of elasticity and Poisson’s ratio used for the masonry and the infill in the analysis are reasonable, leading to computed deformation being in agreement with the deformations observed at field and thereby calibrating the material model.


Read More: http://ascelibrary.org/doi/full/10.1061/%28ASCE%29BE.1943-5592.0000338

結果 (中文) 1:

在此研究中，两个 BFR 马车与 PSC 露宿者 (如以前详细) 在桥上放置与装载与在实地测试的轴位置重合。这些载荷直接应用在桥，然后获取转移到通过填充拱的顶部。在冠的跨度 1 获得的垂直偏转是 0.55 毫米 （而不是测量值为 0。57 毫米的 BFR 与 200 露宿者）。相应的值的计算和测量垂直偏转冠的跨度 2 分别为 0.54 和 0.6 毫米。这表明材料的弹性模量和泊松比用于砌体和分析中的填充属性是合理的导致计算的变形正在与在现场观察到的变形，从而校准物质模型。


阅读更多: http://ascelibrary.org/doi/full/10.1061/%28ASCE%29BE.1943-5592.0000338

結果 (中文) 3:

在这项研究中，两个BFR货车PSC枕木（如前详细）放置在桥的荷载与轴位置与现场试验。这些荷载是直接施加在桥上，然后通过填充转移到拱。垂直偏转获得跨1冠0.55毫米（与实测值0。57毫米的BFR 200轨枕）。计算和测量的垂直偏转在跨度2冠0.54毫米和0.6毫米的相应值，分别为。这表明，弹性和用于砌筑和分析填充泊松比弹性模量的材料特性是合理的，导致计算的变形在现场校准的材料模型，从而观察到的变形的协议。


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