• 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

一种用于粒料多级永久变形测试的优化方法。

An Optimized Approach to Multistage Permanent Deformation Testing of Granular Materials.

作者信息

Pérez-González Erdrick, Bilodeau Jean-Pascal

机构信息

Department of Civil and Water Engineering, Université Laval, Québec, QC G1V 0A6, Canada.

出版信息

Materials (Basel). 2024 Jul 9;17(14):3384. doi: 10.3390/ma17143384.

DOI:10.3390/ma17143384
PMID:39063676
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC11278240/
Abstract

Accurately characterizing permanent deformation in granular materials subjected to cyclic loading is crucial for pavement design. This paper introduces an alternative approach to characterizing permanent deformation in a framework that reduces the number of load cycle repetitions by applying an alternative analytical strategy based on plastic strain rate variation over time. The methodology uses a cycle-hardening approach to establish correlations between short-term (post-compaction) and long-term (shakedown state) plastic strain accumulation. This alternative approach provides an efficient means to accelerate the characterization of permanent deformation, ensuring the integrity and validity of the assessment in a more time-efficient and resource-optimized way.

摘要

准确表征循环加载下粒料中的永久变形对于路面设计至关重要。本文介绍了一种在一个框架内表征永久变形的替代方法,该框架通过应用基于随时间变化的塑性应变率的替代分析策略来减少加载循环重复次数。该方法采用循环硬化方法来建立短期(压实后)和长期(安定状态)塑性应变累积之间的相关性。这种替代方法提供了一种加速永久变形表征的有效手段,以更高效的时间和优化的资源确保评估的完整性和有效性。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/b5c8b7fe3063/materials-17-03384-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/6d33cb0c5757/materials-17-03384-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/2231bdd04e87/materials-17-03384-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/1a4a56c7397b/materials-17-03384-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/afab1d6939da/materials-17-03384-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/1756f0db2d44/materials-17-03384-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/f6bbd68e5032/materials-17-03384-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/dc9f48e87cd6/materials-17-03384-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/b5c8b7fe3063/materials-17-03384-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/6d33cb0c5757/materials-17-03384-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/2231bdd04e87/materials-17-03384-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/1a4a56c7397b/materials-17-03384-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/afab1d6939da/materials-17-03384-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/1756f0db2d44/materials-17-03384-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/f6bbd68e5032/materials-17-03384-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/dc9f48e87cd6/materials-17-03384-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3539/11278240/b5c8b7fe3063/materials-17-03384-g008.jpg

相似文献

1
An Optimized Approach to Multistage Permanent Deformation Testing of Granular Materials.一种用于粒料多级永久变形测试的优化方法。
Materials (Basel). 2024 Jul 9;17(14):3384. doi: 10.3390/ma17143384.
2
A New Approach for Classifying the Permanent Deformation Properties of Granular Materials under Cyclic Loading.一种用于分类粒料在循环荷载作用下永久变形特性的新方法。
Materials (Basel). 2023 Mar 7;16(6):2141. doi: 10.3390/ma16062141.
3
Development of Artificial-Neural-Network-Based Permanent Deformation Prediction Model of Unbound Granular Materials Subjected to Moving Wheel Loading.基于人工神经网络的移动轮载作用下无结合料粒料永久变形预测模型的开发
Materials (Basel). 2022 Oct 19;15(20):7303. doi: 10.3390/ma15207303.
4
Characterization of permanent deformation properties of densely-compacted unbound granular materials subjected to cyclic loading.循环荷载作用下密级配无粘结粒状材料永久变形特性的表征。
Sci Rep. 2023 Mar 6;13(1):3731. doi: 10.1038/s41598-023-30635-7.
5
Characterization of the material response in granular ratcheting.
Phys Rev E Stat Nonlin Soft Matter Phys. 2005 Oct;72(4 Pt 1):041302. doi: 10.1103/PhysRevE.72.041302. Epub 2005 Oct 10.
6
Hydro-Mechanical Behaviour of an Unbound Granular Base Course Material Used in Low Traffic Pavements.低交通量路面中未结合粒料基层材料的水力-力学行为
Materials (Basel). 2020 Feb 13;13(4):852. doi: 10.3390/ma13040852.
7
Thermal shakedown in granular materials with irregular particle shapes.具有不规则颗粒形状的粒状材料中的热安定性
Sci Rep. 2024 Mar 21;14(1):6828. doi: 10.1038/s41598-024-57503-2.
8
Factors affecting asphalt concrete permanent deformation: Experimental dataset for uniaxial repeated load test.影响沥青混凝土永久变形的因素:单轴重复加载试验的实验数据集
Data Brief. 2024 Feb 20;53:110224. doi: 10.1016/j.dib.2024.110224. eCollection 2024 Apr.
9
Gray Correlation Analysis and Prediction on Permanent Deformation of Subgrade Filled with Construction and Demolition Materials.建筑垃圾填筑路基永久变形的灰色关联分析与预测
Materials (Basel). 2019 Sep 19;12(18):3035. doi: 10.3390/ma12183035.
10
Influence of Different Strain Hardening Models on the Behavior of Materials in the Elastic-Plastic Regime under Cyclic Loading.不同应变硬化模型对材料在循环加载下弹塑性状态行为的影响。
Materials (Basel). 2020 Nov 24;13(23):5323. doi: 10.3390/ma13235323.