• 文献检索
  • 文档翻译
  • 深度研究
  • 学术资讯
  • Suppr Zotero 插件Zotero 插件
  • 邀请有礼
  • 套餐&价格
  • 历史记录
应用&插件
Suppr Zotero 插件Zotero 插件浏览器插件Mac 客户端Windows 客户端微信小程序
定价
高级版会员购买积分包购买API积分包
服务
文献检索文档翻译深度研究API 文档MCP 服务
关于我们
关于 Suppr公司介绍联系我们用户协议隐私条款
关注我们

Suppr 超能文献

核心技术专利:CN118964589B侵权必究
粤ICP备2023148730 号-1Suppr @ 2026

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验

基于物理信息神经网络预测预应力混凝土梁早期时效行为

Predicting the Early-Age Time-Dependent Behaviors of a Prestressed Concrete Beam by Using Physics-Informed Neural Network.

作者信息

Park Hyun-Woo, Hwang Jin-Ho

机构信息

Department of ICT Integrated Safe Ocean Smart Cities, Dong-A University, 37 Nakdong-Daero 550beon-gil, Saha-gu, Busan 49315, Republic of Korea.

出版信息

Sensors (Basel). 2023 Jul 24;23(14):6649. doi: 10.3390/s23146649.

DOI:10.3390/s23146649
PMID:37514943
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10383205/
Abstract

This paper proposes a physics-informed neural network (PINN) for predicting the early-age time-dependent behaviors of prestressed concrete beams. The PINN utilizes deep neural networks to learn the time-dependent coupling among the effective prestress force and the several factors that affect the time-dependent behavior of the beam, such as concrete creep and shrinkage, tendon relaxation, and changes in concrete elastic modulus. Unlike traditional numerical algorithms such as the finite difference method, the PINN directly solves the integro-differential equation without the need for discretization, offering an efficient and accurate solution. Considering the trade-off between solution accuracy and the computing cost, optimal hyperparameter combinations are determined for the PINN. The proposed PINN is verified through the comparison to the numerical results from the finite difference method for two representative cross sections of PSC beams.

摘要

本文提出了一种基于物理信息的神经网络(PINN),用于预测预应力混凝土梁的早期时变行为。PINN利用深度神经网络来学习有效预应力与影响梁时变行为的几个因素之间的时变耦合,这些因素包括混凝土徐变和收缩、预应力筋松弛以及混凝土弹性模量的变化。与传统数值算法(如有限差分法)不同,PINN直接求解积分微分方程,无需离散化,提供了一种高效且准确的解决方案。考虑到求解精度和计算成本之间的权衡,为PINN确定了最优超参数组合。通过与有限差分法对PSC梁两个代表性横截面的数值结果进行比较,验证了所提出的PINN。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/a5343a674deb/sensors-23-06649-g017.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/cf507b752c9d/sensors-23-06649-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/b96985e3f850/sensors-23-06649-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/18dfd11e833c/sensors-23-06649-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/595a2ee37d8e/sensors-23-06649-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/624cf921376b/sensors-23-06649-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/c2fc78cdb70b/sensors-23-06649-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/036361b8761f/sensors-23-06649-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/ea78c5b21786/sensors-23-06649-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/3c48eae62a9a/sensors-23-06649-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/a77396e81064/sensors-23-06649-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/7fc0ee1303dc/sensors-23-06649-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/277fc908b537/sensors-23-06649-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/a11889c8954b/sensors-23-06649-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/2f296e1a6551/sensors-23-06649-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/cb3f7c74be33/sensors-23-06649-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/13535f49bf34/sensors-23-06649-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/a5343a674deb/sensors-23-06649-g017.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/cf507b752c9d/sensors-23-06649-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/b96985e3f850/sensors-23-06649-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/18dfd11e833c/sensors-23-06649-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/595a2ee37d8e/sensors-23-06649-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/624cf921376b/sensors-23-06649-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/c2fc78cdb70b/sensors-23-06649-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/036361b8761f/sensors-23-06649-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/ea78c5b21786/sensors-23-06649-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/3c48eae62a9a/sensors-23-06649-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/a77396e81064/sensors-23-06649-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/7fc0ee1303dc/sensors-23-06649-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/277fc908b537/sensors-23-06649-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/a11889c8954b/sensors-23-06649-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/2f296e1a6551/sensors-23-06649-g014.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/cb3f7c74be33/sensors-23-06649-g015.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/13535f49bf34/sensors-23-06649-g016.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/f1ee/10383205/a5343a674deb/sensors-23-06649-g017.jpg

相似文献

1
Predicting the Early-Age Time-Dependent Behaviors of a Prestressed Concrete Beam by Using Physics-Informed Neural Network.基于物理信息神经网络预测预应力混凝土梁早期时效行为
Sensors (Basel). 2023 Jul 24;23(14):6649. doi: 10.3390/s23146649.
2
Long-Term Prestress Loss Calculation Considering the Interaction of Concrete Shrinkage, Concrete Creep, and Stress Relaxation.考虑混凝土收缩、徐变和应力松弛相互作用的长期预应力损失计算
Materials (Basel). 2023 Mar 19;16(6):2452. doi: 10.3390/ma16062452.
3
Determination of Bridge Prestress Loss under Fatigue Load Based on PSO-BP Neural Network.基于 PSO-BP 神经网络的疲劳荷载下桥梁预应力损失的确定。
Comput Intell Neurosci. 2021 Jul 12;2021:4520571. doi: 10.1155/2021/4520571. eCollection 2021.
4
Effect of Tendon-Related Variables on the Behavior of Externally CFRP Prestressed Concrete Beams.与肌腱相关的变量对外贴碳纤维增强塑料(CFRP)预应力混凝土梁性能的影响
Materials (Basel). 2023 Jul 24;16(14):5197. doi: 10.3390/ma16145197.
5
Numerical Analysis of Flexural Behavior of Prestressed Steel-Concrete Continuous Composite Beams Based on BP Neural Network.基于 BP 神经网络的预应力钢-混凝土连续组合梁弯曲性能的数值分析。
Comput Intell Neurosci. 2022 May 10;2022:5501610. doi: 10.1155/2022/5501610. eCollection 2022.
6
Physics-informed neural networks based on adaptive weighted loss functions for Hamilton-Jacobi equations.基于自适应加权损失函数的用于哈密顿-雅可比方程的物理信息神经网络。
Math Biosci Eng. 2022 Sep 5;19(12):12866-12896. doi: 10.3934/mbe.2022601.
7
Fatigue Behavior of Heavy-Haul Railway Prestressed Concrete Beams Based on Vehicle-Bridge Coupling Vibration.基于车桥耦合振动的重载铁路预应力混凝土梁疲劳性能
Materials (Basel). 2022 Apr 16;15(8):2923. doi: 10.3390/ma15082923.
8
Physics-informed neural networks to solve lumped kinetic model for chromatography process.基于物理信息的神经网络求解集总动力学模型在色谱过程中的应用。
J Chromatogr A. 2023 Oct 11;1708:464346. doi: 10.1016/j.chroma.2023.464346. Epub 2023 Sep 9.
9
Experimental Evaluation of Shrinkage, Creep and Prestress Losses in Lightweight Aggregate Concrete with Sintered Fly Ash.烧结粉煤灰轻质骨料混凝土收缩、徐变及预应力损失的试验评估
Materials (Basel). 2021 Jul 13;14(14):3895. doi: 10.3390/ma14143895.
10
Evaluation of the Superiority of Lightweight-Aggregate-Concrete Prestressed Box Girders in Terms of Durability and Prestress Loss.轻质骨料混凝土预应力箱梁在耐久性和预应力损失方面的优越性评估
Materials (Basel). 2023 Sep 22;16(19):6360. doi: 10.3390/ma16196360.

本文引用的文献

1
Wave Equation Modeling via Physics-Informed Neural Networks: Models of Soft and Hard Constraints for Initial and Boundary Conditions.基于物理信息神经网络的波动方程建模:初始和边界条件的软、硬约束模型。
Sensors (Basel). 2023 Mar 3;23(5):2792. doi: 10.3390/s23052792.
2
Constructing Physics-Informed Neural Networks with Architecture Based on Analytical Modification of Numerical Methods by Solving the Problem of Modelling Processes in a Chemical Reactor.基于数值方法分析修正构建物理信息神经网络,以解决化学反应器中过程建模问题。
Sensors (Basel). 2023 Jan 6;23(2):663. doi: 10.3390/s23020663.
3
Comparative Study between Physics-Informed CNN and PCA in Induction Motor Broken Bars MCSA Detection.
基于物理信息的卷积神经网络与主成分分析在感应电动机断条故障检测中的对比研究。
Sensors (Basel). 2022 Dec 5;22(23):9494. doi: 10.3390/s22239494.
4
Locally adaptive activation functions with slope recovery for deep and physics-informed neural networks.用于深度和物理感知神经网络的具有斜率恢复的局部自适应激活函数。
Proc Math Phys Eng Sci. 2020 Jul;476(2239):20200334. doi: 10.1098/rspa.2020.0334. Epub 2020 Jul 15.
5
Physics-informed neural networks for inverse problems in nano-optics and metamaterials.用于纳米光学和超材料中逆问题的物理信息神经网络。
Opt Express. 2020 Apr 13;28(8):11618-11633. doi: 10.1364/OE.384875.
6
Physics-informed neural networks for solving nonlinear diffusivity and Biot's equations.基于物理信息的神经网络求解非线性扩散方程和 Biot 方程。
PLoS One. 2020 May 6;15(5):e0232683. doi: 10.1371/journal.pone.0232683. eCollection 2020.
7
Hidden fluid mechanics: Learning velocity and pressure fields from flow visualizations.隐藏的流体力学:从流场可视化中学习速度和压力场。
Science. 2020 Feb 28;367(6481):1026-1030. doi: 10.1126/science.aaw4741. Epub 2020 Jan 30.