SHIELD TUNNEL GASKET SECTION OPTIMIZATION BASED ON DEEP NEURAL NETWORK SURROGATE MODEL
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摘要: 合理的弹性橡胶密封垫断面形状是保障盾构隧道管片接缝防水设计性能的关键。密封垫断面优化设计时,需要反复进行材料大变形、接触分析等复杂的非线性计算,极大限制了优化效率。为此,以闭合压力与有效接触压力占比为双控目标,提出了一种结合深度神经网络代理模型的结构优化算法。在遗传算法框架下,深度神经网络代理模型可以实现由断面形状到接触应力场的快速映射。同时,迁移学习的引入实现了不同类型断面形状代理模型的知识复用,仅利用小样本即可建立高精度的接触应力预测模型,从而有效提高了闭合压力约束条件下的密封垫结构断面优化效率。Abstract: The key to ensuring the waterproof design performance of a shield tunnel segment joint is a reasonable cross-sectional shape of an elastic rubber gasket. The frequent nonlinear calculations linked to large material deformation and contact analysis in the gasket section optimization design process limit the optimization efficiency. A structural optimization approach compiled with a deep neural network surrogate model is proposed, with the closure pressure and the ratio of effective contact pressure as the dual control objectives. The depth neural network surrogate model is utilized in the framework of the genetic algorithm to swiftly transform the section form into the contact stress field; Simultaneously, the use of transfer learning allows for the reuse of knowledge from surrogate models with variable sectional shapes, enabling for the creation of high-precision contact stress prediction models with few samples. As a result, the optimization efficiency of a sealing gasket structural section under its closure pressure constraint is significantly increased.
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Keywords:
- surrogate model /
- transfer learning /
- genetic algorithm /
- sectionoptimization /
- deep neural network /
- gasket
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表 1 卷积神经网络具体参数
Table 1 Specific parameters of convolutional neural network
层名 输出尺寸 深度神经网络各层参数 Conv1 81×186 6×12, 20 stride 1 2×2, max pool stride 2 Conv2 40×93 3×6, 40 stride 1 2×2, max pool stride 2 Conv3 20×47 3×6, 80 stride 1 2×2, max pool stride 2 SEResNet 20×47 [3×3,803×3,80]×3 Fc1 1×160 global mean pool 1×80 Fc2 1×371 表 2 不同断面形式密封垫的可优化参数变动范围
Table 2 Variation range of optimized parameters of gaskets with different section forms
参数 X1/mm X2/mm Y1,Y2/mm R1,R2/mm 六边形四孔 [2.5,5.5] [9.5,12.5] [9.5,13.5] [1.5,3] 方形四孔 [2.5,5.5] [9.5,12.5] [9.5,13.5] [1.5,3] 圆形三孔 0 [6.5,12.5] [9.5,13.5] [1.5,3] 表 3 弹性密封垫上表面接触应力
Table 3 Contact stress on upper surface of elastic gasket
训练工况及结果 六边形四孔断面 方形四孔断面 圆形三孔断面 断面形式 参数/
mmX1=3.1,Y1=11.5,R1=2.1
X2=10.7,Y2=12.7,R2=1.9X1=3.87,Y1=10.4,R1=1.6
X2=11.8,Y2=11.0,R2=2.0X1=0,Y1=11.7,R1=2.6
X2=11.9,Y2=11.5,R2=2.9迁移学习 直接训练 表 4 代理模型接触应力均方误差
Table 4 Mean square error of contact stress of surrogate model
压缩量/mm 开孔类型 直接训练 迁移学习 3 六边形四孔 5.24×10−4 1.20×10−4 方向四孔 2.90×10−4 1.13×10−4 圆形三孔 8.74×10−4 2.67×10−4 6 六边形四孔 3.62×10−3 5.10×10−4 方向四孔 3.41×10−3 1.07×10−3 圆形三孔 2.64×10−3 7.08×10−4 表 5 不同断面类型密封垫的优化结果
Table 5 Optimization results of different section types of gaskets
优化内容及结果 圆形四孔 六边形四孔 方形四孔 圆形三孔 圆形四孔(非优化解) 密封垫断面形状
优化结果密封垫断面参数
优化结果/mmX1=4.77,Y1=12.28
X2=11.06,Y2=9.55
R1=2.17,R2=2.09X1=4.11,Y1=11.20
X2=12.83,Y2=9.92
R1=2.41,R2=1.97X1=4.25,Y1=11.85
X2=11.02,Y2=9.59
R1=2.81,R2=2.57X1=0,Y1=11.23
X2=12.63,Y2=9.56
R1=2.68,R2=2.15X1=4.60,Y1=11.00
X2=12.00,Y2=10.50
R1=2.40,R2=2.10有效接触
面积占比0.759 0.759 0.739 0.672 0.612 最大闭合压力/
(kN/m)58.81 59.15 57.91 59.68 55.19 -
[1] 董林伟, 江玉生, 杨志勇, 等. 隧道管片接缝密封垫防水机理及试验研究[J]. 岩土工程学报, 2017(3): 128 − 132. DONG Linwei, JIANG Yusheng, YANG Zhiyong, et al. Experimental study and water-resistant mechanism of gaskets in joints of tunnel segments [J]. Chinese Journal of Geotechnical Engineering, 2017(3): 128 − 132. (in Chinese)
[2] 向科, 石修巍. 盾构管片弹性密封垫断面设计与优化[J]. 地下空间与工程学报, 2008, 4(2): 361 − 364. XIANG Ke, SHI Xiuwei. Design and optimization of elastic gasket section of shield tunnel lining [J]. Chinese Journal of Underground Space and Engineering, 2008, 4(2): 361 − 364. (in Chinese)
[3] ZHANG G, ZHANG W, CAO W, et al. A novel test setup for determining waterproof performance of rubber gaskets used in tunnel segmental joints: Development and application [J]. Tunnelling and Underground Space Technology, 2021, 115(4): 104079.
[4] 拓勇飞, 舒恒, 郭小红, 等. 超高水压大直径盾构隧道管片接缝防水设计与试验研究[J]. 岩土工程学报, 2013, 35(增刊 1): 227 − 231. TUO Yongfei, SHU Heng, GUO Xiaohong, et al. Design and experimental study on waterproof gasket of large-diameter shield tunnel under ultra high water pressure [J]. Chinese Journal of Geotechnical Engineering, 2013, 35(Suppl 1): 227 − 231. (in Chinese)
[5] 王湛. 水下盾构隧道弹性密封垫防水失效数值模拟研究[J]. 隧道建设, 2015, 35(11): 1164 − 1168. doi: 10.3973/j.issn.1672-741X.2015.11.008 WANG Zhan. Numerical study on waterproof failure mechanism of elastic sealing gasket of underwater shield-bored tunnel [J]. Tunnel Construction, 2015, 35(11): 1164 − 1168. (in Chinese) doi: 10.3973/j.issn.1672-741X.2015.11.008
[6] 雷震宇, 刘明. 具有随机参数的盾构管片弹性密封垫防水性能优化分析[J]. 应用数学和力学, 2017, 37(8): 899 − 910. LEI Zhenyu, LIU Ming. Waterproofness optimization for elastic rubber gaskets in shield tunnels with random parameters [J]. Applied Mathematics and Mechanics, 2017, 37(8): 899 − 910. (in Chinese)
[7] 陈云尧, 张军伟, 马士伟, 等. 盾构隧道管片密封垫防水失效模式及改善研究[J]. 隧道建设(中英文), 2019, 39(6): 946 − 952. CHEN Yunyao, ZHANG Junwei, MA Shiwei, et al. Waterproof failure mode and improvement for sealing gasket of shield tunnel segment [J]. Tunnel Construction, 2019, 39(6): 946 − 952. (in Chinese)
[8] 李拼, 谢宏明, 何川, 等. 基于有效接触应力的大张开量盾构隧道密封垫防水性能分析[J]. 隧道建设(中英文), 2019, 39(12): 1993 − 1999. LI Pin, XIE Hongming, HE Chuan, et al. Waterproof performance analysis of water sealing gasket of large open shield tunnel based on effective contact stress [J]. Tunnel Construction, 2019, 39(12): 1993 − 1999. (in Chinese)
[9] GONG C, DING W, SOGA K, et al. Sealant behavior of gasketed segmental joints in shield tunnels: An experimental and numerical study [J]. Tunnelling and Underground Space Technology, 2018, 77: 127 − 141. doi: 10.1016/j.tust.2018.03.029
[10] GONG C, DING W. A computational framework to predict the water-leakage pressure of segmental joints in underwater shield tunnels using an advanced finite element method [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42(16): 1957 − 1975. doi: 10.1002/nag.2839
[11] 季熠, 李彦斌, 杭晓晨, 等. 基于响应面代理模型的雷达天线阵面风载分析[J]. 工程力学, 2019, 36(11): 222 − 229. doi: 10.6052/j.issn.1000-4750.2018.12.0680 JI Yi, LI Yanbin, HANG Xiaochen, et al. Wind load analysis of radar antenna based on response surface model [J]. Engineering Mechanics, 2019, 36(11): 222 − 229. (in Chinese) doi: 10.6052/j.issn.1000-4750.2018.12.0680
[12] 高月华, 王希诚. 基于Kriging代理模型的多点加点序列优化方法[J]. 工程力学, 2012, 29(4): 90 − 95. GAO Yuehua, WANG Xicheng. A Sequential optimization method with multi-point sampling criterion based on Kriging surrogate model [J]. Engineering Mechanics, 2012, 29(4): 90 − 95. (in Chinese)
[13] 李正良, 彭思思, 王涛. 基于混合加点准则的代理模型优化设计方法[J]. 工程力学, 2022, 39(1): 27 − 33. doi: 10.6052/j.issn.1000-4750.2020.12.0925 LI Zhengliang, PENG Sisi, WANG Tao. A surrogate-based optimization design method based on hybrid infill sampling criterion [J]. Engineering Mechanics, 2022, 39(1): 27 − 33. (in Chinese) doi: 10.6052/j.issn.1000-4750.2020.12.0925
[14] JIN R, CHEN W, SIMPSON T W. Comparative studies of metamodelling techniques under multiple modelling criteria [J]. Structural and Multidisciplinary Optimization, 2001, 23(1): 1 − 13. doi: 10.1007/s00158-001-0160-4
[15] ZHANG J, CHEN Y, FENG Q. Characteristic parameters' optimization based on contact pressure of sealing gasket for segmental joints [J]. Advances in Mechanical Engineering, 2020, 12(7): 168781402094336.
[16] 张纯, 罗金, 李登鹏. 基于深度神经网络的力学场量代理计算模型研究[J]. 应用力学学报, 2021, 38(2): 552 − 559. ZHANG Chun, LUO Jin, LI Dengpeng. Research on surrogate calculation model of mechanical quantity field based on neural network [J]. Chinese Journal of Applied Mechanics, 2021, 38(2): 552 − 559. (in Chinese)
[17] YU Z X, SHEN D, JIN Z G, et al. Progressive transfer learning [J]. IEEE Transactions on Image Processing, 2022, 31: 1340 − 1348. doi: 10.1109/TIP.2022.3141258
[18] ZHONG H W, WANG C, TUO H Y, et al. Transfer learning based on joint feature matching and adversarial networks [J]. Journal of Shanghai Jiaotong University (Science), 2019, 24(6): 699 − 705. doi: 10.1007/s12204-019-2132-0
[19] WU B X, YANG C G, ZHONG J P. Research on transfer learning of vision-based gesture recognition [J]. International Journal of Automation and Computing, 2021, 18(3): 422 − 431.
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