{"title":"Direct similarity method for thickness distorted elastic-plastic thin plates under impact loading","authors":"Yuexin Wang , Jin Wu , Jianzhong Li , Huan He","doi":"10.1016/j.ijimpeng.2025.105409","DOIUrl":null,"url":null,"abstract":"<div><div>In practical engineering, thin plates or stiffened plates with too small thicknesses due to machining technology limits may not be scaled accurately. Therefore, independent scaling of thickness can be considered. To overcome the shortcoming of the traditional dimension systems that use a single geometric scaling factor to relate the prototype and scaled models, the DLT- L<em><sub>z</sub></em> dimension basis is proposed, which reflects the effect of thickness on the similarity law by introducing the dimension L<em><sub>z</sub></em>, and the similarity framework of thickness distorted thin plates in the elastic-plastic phase is established. Afterwards, we propose the loss function method based on the DLT- L<em><sub>z</sub></em> basis to obtain optimal scaling factors directly. In order to verify the validity of the method, numerical simulations are carried out on the distorted circular thin plate and stiffened plate. With the responses of distorted models inverted by the proposed similarity law, for the circular thin plate under impulses, the displacement, stress and strain responses show good consistency with those of the prototype in the spatial and temporal fields. For the stiffened plate impacted by a hammer, distorted models are equally capable of predicting the responses of the prototype with high accuracy. The mechanism of the effect of stiffeners on temporal similarity is further revealed, and the applicability of the proposed method for thin-walled stiffened plates is demonstrated.</div></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":"206 ","pages":"Article 105409"},"PeriodicalIF":5.1000,"publicationDate":"2025-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Impact Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0734743X25001885","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MECHANICAL","Score":null,"Total":0}
引用次数: 0
Abstract
In practical engineering, thin plates or stiffened plates with too small thicknesses due to machining technology limits may not be scaled accurately. Therefore, independent scaling of thickness can be considered. To overcome the shortcoming of the traditional dimension systems that use a single geometric scaling factor to relate the prototype and scaled models, the DLT- Lz dimension basis is proposed, which reflects the effect of thickness on the similarity law by introducing the dimension Lz, and the similarity framework of thickness distorted thin plates in the elastic-plastic phase is established. Afterwards, we propose the loss function method based on the DLT- Lz basis to obtain optimal scaling factors directly. In order to verify the validity of the method, numerical simulations are carried out on the distorted circular thin plate and stiffened plate. With the responses of distorted models inverted by the proposed similarity law, for the circular thin plate under impulses, the displacement, stress and strain responses show good consistency with those of the prototype in the spatial and temporal fields. For the stiffened plate impacted by a hammer, distorted models are equally capable of predicting the responses of the prototype with high accuracy. The mechanism of the effect of stiffeners on temporal similarity is further revealed, and the applicability of the proposed method for thin-walled stiffened plates is demonstrated.
期刊介绍:
The International Journal of Impact Engineering, established in 1983 publishes original research findings related to the response of structures, components and materials subjected to impact, blast and high-rate loading. Areas relevant to the journal encompass the following general topics and those associated with them:
-Behaviour and failure of structures and materials under impact and blast loading
-Systems for protection and absorption of impact and blast loading
-Terminal ballistics
-Dynamic behaviour and failure of materials including plasticity and fracture
-Stress waves
-Structural crashworthiness
-High-rate mechanical and forming processes
-Impact, blast and high-rate loading/measurement techniques and their applications