Xinzhe Chang , Fei Xu , Wesley J. Cantwell , Wei Feng , Zhiqiang Ma
{"title":"Geometric and material distortion similarity laws for the low-velocity impact response of stiffened plates considering elastic effects","authors":"Xinzhe Chang , Fei Xu , Wesley J. Cantwell , Wei Feng , Zhiqiang Ma","doi":"10.1016/j.ijimpeng.2025.105237","DOIUrl":null,"url":null,"abstract":"<div><div>It is well accepted that experiments employing scaled models for predicting the dynamic response of large engineering structures under impact loading can significantly reduce research time and costs. Although many studies have focused on similarity laws in distortion scaled models, elastic effects have often been neglected. To address this issue, the present study proposes impact similarity laws for the geometric distortion and material distortion of stiffened plates by considering elastic effects. Through discretizing the stiffened plate into a plate and stiffeners, similarity relationships for the plate and stiffeners are derived by adopting an equation analysis approach based on thin plate theory and Euler–Bernoulli beam theory. Furthermore, combining the displacement compatibility conditions between the plate and the stiffeners, a similarity correction technique is proposed to account for both the elastic and plastic phases, by correcting the elastic modulus and density of the stiffener material. Geometric and material distortion effects are compensated by correcting the initial impact velocity. A series of stiffened plates with different degrees of geometric distortion and based on different materials are established for numerical verification and in-depth discussion. In particular, attention focuses on the effect of the corrected velocity scaling factor on the resulting error and the validity of the similarity law under varying levels of elastic deformation. The results indicate that the proposed impact similarity law accurately predicts the dynamic response of a full-size stiffened plate prototype structure in terms of displacement, velocity, energy and impact force. The proposed similarity laws account for elastic effects, thereby expanding the applicability of existing similarity laws.</div></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":"199 ","pages":"Article 105237"},"PeriodicalIF":5.1000,"publicationDate":"2025-01-28","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/S0734743X25000181","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
It is well accepted that experiments employing scaled models for predicting the dynamic response of large engineering structures under impact loading can significantly reduce research time and costs. Although many studies have focused on similarity laws in distortion scaled models, elastic effects have often been neglected. To address this issue, the present study proposes impact similarity laws for the geometric distortion and material distortion of stiffened plates by considering elastic effects. Through discretizing the stiffened plate into a plate and stiffeners, similarity relationships for the plate and stiffeners are derived by adopting an equation analysis approach based on thin plate theory and Euler–Bernoulli beam theory. Furthermore, combining the displacement compatibility conditions between the plate and the stiffeners, a similarity correction technique is proposed to account for both the elastic and plastic phases, by correcting the elastic modulus and density of the stiffener material. Geometric and material distortion effects are compensated by correcting the initial impact velocity. A series of stiffened plates with different degrees of geometric distortion and based on different materials are established for numerical verification and in-depth discussion. In particular, attention focuses on the effect of the corrected velocity scaling factor on the resulting error and the validity of the similarity law under varying levels of elastic deformation. The results indicate that the proposed impact similarity law accurately predicts the dynamic response of a full-size stiffened plate prototype structure in terms of displacement, velocity, energy and impact force. The proposed similarity laws account for elastic effects, thereby expanding the applicability of existing similarity laws.
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