{"title":"An experimental investigation of ice ball impact behaviour to improve PV panel hailstone safety","authors":"Daniele Forni , Mauro Caccivio , Dominika Chudy , Ezio Cadoni","doi":"10.1016/j.ijimpeng.2025.105315","DOIUrl":null,"url":null,"abstract":"<div><div>Hailstorms are becoming more frequent and intense due to climate change, particularly in alpine regions. PV module resistance to hail impacts is being improved, as outlined by standards like IEC 61215 (25 mm hailstones at 80<!--> <!-->km/h) and Swiss VKF (30 mm minimum or larger). Increasing hailstone size and speed, increased safety margins are needed and it can be achieved with upgraded hail test stands. Initially, the impact of hail simulated by standards with an ice ball must be examined. Impact velocity, impact angle (<span><math><mrow><mn>0</mn><mo>°</mo></mrow></math></span> and <span><math><mrow><mn>45</mn><mo>°</mo></mrow></math></span>), and duration were studied for ice balls with diameter ranging from 25 to 90 mm at speeds of 25, 50, 75 and 100<!--> <!-->m/s and temperatures ranging from <span><math><mrow><mo>−</mo><mn>4</mn></mrow></math></span> to <span><math><mrow><mo>−</mo><mn>28</mn><mspace></mspace><mo>°</mo></mrow></math></span>C. Experimental data were analysed using dimensionless peak force and corresponding time as a function of dimensionless velocity and impact angle. Furthermore, compressive and indirect tensile strengths were studied in quasi-static and high strain rate regimes as a function of temperature. Based on these results, empirical relationships defined as functions of the impact velocity, sample size, dynamic tensile strength, density, and elastic wave speed of ice were analysed and compared with findings in the literature.</div></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":"202 ","pages":"Article 105315"},"PeriodicalIF":5.1000,"publicationDate":"2025-03-29","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/S0734743X2500096X","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}
An experimental investigation of ice ball impact behaviour to improve PV panel hailstone safety
Hailstorms are becoming more frequent and intense due to climate change, particularly in alpine regions. PV module resistance to hail impacts is being improved, as outlined by standards like IEC 61215 (25 mm hailstones at 80 km/h) and Swiss VKF (30 mm minimum or larger). Increasing hailstone size and speed, increased safety margins are needed and it can be achieved with upgraded hail test stands. Initially, the impact of hail simulated by standards with an ice ball must be examined. Impact velocity, impact angle ( and ), and duration were studied for ice balls with diameter ranging from 25 to 90 mm at speeds of 25, 50, 75 and 100 m/s and temperatures ranging from to C. Experimental data were analysed using dimensionless peak force and corresponding time as a function of dimensionless velocity and impact angle. Furthermore, compressive and indirect tensile strengths were studied in quasi-static and high strain rate regimes as a function of temperature. Based on these results, empirical relationships defined as functions of the impact velocity, sample size, dynamic tensile strength, density, and elastic wave speed of ice were analysed and compared with findings in the literature.
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