{"title":"钢筋混凝土梁受低速变形体冲击的实验、分析和数值研究","authors":"Lucas Márquez , Hervé Le Sourne , Philippe Rigo","doi":"10.1016/j.ijimpeng.2024.105027","DOIUrl":null,"url":null,"abstract":"<div><p>In this work, the structural behavior of Reinforced Concrete (RC) beams struck by rigid and deformable impactors at low velocities is studied. An experimental campaign consisting of three-point bending, crushing, and drop-weight tests is carried out to characterize and compare the quasi-static and dynamic behaviors of the colliding bodies. Three repetitions per configuration are tested to obtain reliable data and to check the consistency and repeatability of the proposed experiments. The results are accurately reproduced using Non-Linear Finite Element (NLFE) models to obtain insights regarding the influence of strain rates in the experiments. Furthermore, a simple analytical method that considers the deformability of both bodies through their corresponding force–displacement relationships is presented. The proposed model is observed to predict with a reasonable accuracy the contact force profiles and the deformations of both bodies in almost all of the studied scenarios, while being orders of magnitude faster than the NLFE simulations.</p></div>","PeriodicalId":50318,"journal":{"name":"International Journal of Impact Engineering","volume":null,"pages":null},"PeriodicalIF":5.1000,"publicationDate":"2024-06-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Experimental, analytical and numerical study of reinforced concrete beams impacted by deformable bodies at low velocities\",\"authors\":\"Lucas Márquez , Hervé Le Sourne , Philippe Rigo\",\"doi\":\"10.1016/j.ijimpeng.2024.105027\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>In this work, the structural behavior of Reinforced Concrete (RC) beams struck by rigid and deformable impactors at low velocities is studied. An experimental campaign consisting of three-point bending, crushing, and drop-weight tests is carried out to characterize and compare the quasi-static and dynamic behaviors of the colliding bodies. Three repetitions per configuration are tested to obtain reliable data and to check the consistency and repeatability of the proposed experiments. The results are accurately reproduced using Non-Linear Finite Element (NLFE) models to obtain insights regarding the influence of strain rates in the experiments. Furthermore, a simple analytical method that considers the deformability of both bodies through their corresponding force–displacement relationships is presented. The proposed model is observed to predict with a reasonable accuracy the contact force profiles and the deformations of both bodies in almost all of the studied scenarios, while being orders of magnitude faster than the NLFE simulations.</p></div>\",\"PeriodicalId\":50318,\"journal\":{\"name\":\"International Journal of Impact Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":5.1000,\"publicationDate\":\"2024-06-14\",\"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/S0734743X24001519\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Impact Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0734743X24001519","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}
Experimental, analytical and numerical study of reinforced concrete beams impacted by deformable bodies at low velocities
In this work, the structural behavior of Reinforced Concrete (RC) beams struck by rigid and deformable impactors at low velocities is studied. An experimental campaign consisting of three-point bending, crushing, and drop-weight tests is carried out to characterize and compare the quasi-static and dynamic behaviors of the colliding bodies. Three repetitions per configuration are tested to obtain reliable data and to check the consistency and repeatability of the proposed experiments. The results are accurately reproduced using Non-Linear Finite Element (NLFE) models to obtain insights regarding the influence of strain rates in the experiments. Furthermore, a simple analytical method that considers the deformability of both bodies through their corresponding force–displacement relationships is presented. The proposed model is observed to predict with a reasonable accuracy the contact force profiles and the deformations of both bodies in almost all of the studied scenarios, while being orders of magnitude faster than the NLFE simulations.
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