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装配式水泥混凝土路面板空心形式研究与优化
引用本文:王旭昊,刘倩倩,李虎成,李程,李鹏,凌一峰.装配式水泥混凝土路面板空心形式研究与优化[J].山东大学学报(工学版),2022,52(4):139-150.
作者姓名:王旭昊  刘倩倩  李虎成  李程  李鹏  凌一峰
作者单位:1. 长安大学公路学院, 陕西 西安 7100642. 中铁第一勘察设计院集团有限公司, 陕西 西安 7100433. 山东大学齐鲁交通学院, 山东 济南 250002
基金项目:国家自然科学基金项目(52178185);国家自然科学基金项目(51868066);陕西省科技厅基础研究项目(2021JQ-249);中铁第一勘察设计研究院科研项目(院科19-38)
摘    要:为减轻装配式水泥混凝土路面板块的质量, 采用有限元软件ABAQUS研究水泥混凝土空心板, 推荐装配式水泥混凝土实心板块的最佳长、宽、厚和圆形空心类型, 设计和优化圆形截面的局部尺寸, 分析圆形半径、圆形个数和圆心高度对板底最大弯拉应力、板块最大竖向位移、薄壁处最大压应力和剪应力的影响规律。采用熵权法和优劣解距离法进行多指标优选, 得出最佳空心组合为10个半径为60 mm、圆心高度为160 mm的圆形; 对比空心板与实心板, 发现空心板的性能与实心板差异很小, 且空心板质量可减轻970 kg。本研究提出的装配式水泥混凝土空心板以及相应的圆形空心类型和空心局部尺寸均是可行的。

关 键 词:装配式水泥混凝土路面  空心形式  局部尺寸优化  有限元模拟  力学响应  
收稿时间:2022-01-24

Research and optimization of hollow form of precast concrete pavement slab
Xuhao WANG,Qianqian LIU,Hucheng LI,cheng LI,Peng LI,Yifeng LING.Research and optimization of hollow form of precast concrete pavement slab[J].Journal of Shandong University of Technology,2022,52(4):139-150.
Authors:Xuhao WANG  Qianqian LIU  Hucheng LI  cheng LI  Peng LI  Yifeng LING
Affiliation:1. School of Highway, Chang′an University, Xi′an 710064, Shaanxi, China2. China Railway First Survey and Design Institute Group Co., Ltd., Xi′an 710043, Shaanxi, China3. School of Qilu Transportation, Shandong University, Jinan 250002, Shandong, China
Abstract:In order to reduce the self-weight of precast concrete pavement slab, the concrete hollow slab was studied by using ABAQUS, the optimal length, width and thickness and circular hollow type of precast concrete solid slab were recommended. The local sizes of the circular section were optimized, and the influences of the radius, numbers and height of circle on the maximum flexural-stress, the maximum vertical displacement, the maximum compressive stress and shear stress of the slab were analyzed. Entropy weight method and technique for order preference by similarity to an ideal solution method were introduced to optimize multiple parameters, and the optimal hollow combination was obtained as 10 circles with a radius of 60 mm and a center height of 160 mm. By comparing the mechanical performance of hollow slab with solid slab, it was found that the difference was marginal, while optimized hollow slab could lead to a 970 kg self-weight reduction. The precast concrete hollow slab, the circular hollow type and its local size were proposed and recommended.
Keywords:precast concrete pavement  hollow form  optimization of local size  finite element simulation  mechanical response  
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