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温度荷载下全断面纤维混凝土封闭结构力学特性研究

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为揭示不同温度荷载下全断面纤维混凝土封闭结构的力学特性,采用有限元软件建立CRTS Ⅲ型板式无砟轨道-全断面纤维混凝土封闭结构仿真分析模型.通过潍烟高铁现场实测数据验证模型的准确性,分析整体温度荷载、温度梯度荷载及温度循环荷载作用对全断面纤维混凝土封闭结构应力应变云图的影响,研究荷载作用对全断面纤维混凝土封闭结构应力沿纵横向分布的变化规律.研究结果表明:温度荷载对高韧性混凝土全断面防水封闭结构有明显的影响;在整体温度荷载作用下,底座板中部对应位置处为温度主影响区域,轨道结构伸缩缝位置为温度敏感区;轨道结构变形为温度梯度荷载作用下全断面纤维混凝土封闭结构受力的主要影响因素;底座板边缘位置对结构层具有侧向剪切作用,在施工过程中,应做好质量控制,减少层间接触损伤的产生;全断面纤维混凝土封闭结构在温度循环荷载作用下存在应变滞后现象,根据形成的滞回圈大小可知,路肩位置和底座板边缘对应位置处结构层易产生疲劳破坏;温度循环荷载下结构层受力和温度梯度随深度和时间时刻变化,温度梯度在结构层0.02 m深度范围内较大,此位置为受力的不利位置.
Study on mechanical characteristics of full-section fiber reinforced concrete seal structure under thermal loads
This study investigates the mechanical characteristics of full-section fiber-reinforced con-crete sealed structures under different temperature loads.A simulation model of the CRTS Ⅲ slab bal-lastless track and full-section fiber-reinforced concrete sealed structure is established using finite ele-ment software.The accuracy of the model is validated by field data from the Weifang-Yantai high-speed railway.The effects of overall thermal load,temperature gradient load,and temperature cyclic load on the stress and strain cloud maps of full section fiber-reinforced concrete sealed structures are analyzed.Additionally,the variation in stress distribution along the longitudinal and lateral directions under these loads is studied.The results indicate that thermal loads have a significant impact on the full-section waterproof sealed structure of high toughness concrete.Under the overall thermal loads,the central area of the base plate is the primary temperature-sensitive region,while the expansion joint position of the track structure is highly sensitive to temperature changes.The deformation of the track structure due to temperature gradient loads is a major influencing factor on the stress distribution of the full-section fiber-reinforced concrete sealed structure.The edge of the base plate exerts a lateral shear effect on the structural layer,highlighting the need for stringent construction quality control to mini-mize interlayer contact damage.Strain hysteresis is observed in the full-section fiber-reinforced con-crete sealed structure under cyclic temperature loading.The hysteresis loop size indicates that the struc-tural layers at the shoulder and base plate edge are prone to fatigue failure.Under cyclic temperature loads,stress and temperature gradients vary with depth and time,with the temperature gradient being notably larger within 0.02 m of the structural floor,marking this region as an unfavorable area for stress distribution.

high-speed railwayfull-section fiber reinforced concrete sealed structureballastless trackfinite element analysisthermal loadhysteresis loop

郭强、姚明昕、钱忠霞、徐爱民、肖宏

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中铁一局集团第五工程有限公司,陕西 宝鸡 721000

中国铁路北京局集团有限公司 北京高铁工务段,北京 100070

北京交通大学 土木建筑工程学院,北京 100044

北京市地铁运营有限公司,北京 100044

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高速铁路 全断面纤维混凝土封闭结构 无砟轨道 有限元分析 温度荷载 滞回圈

2024

北京交通大学学报
北京交通大学

北京交通大学学报

CSTPCD北大核心
影响因子:0.525
ISSN:1673-0291
年,卷(期):2024.48(6)