{"title":"新型橡胶夹层w梁护栏系统在车辆碰撞下的道路安全性能:实验与数值研究","authors":"Zongwang Xie , Rui Wang , Hui Zhao , Shuo Xu , Wensu Chen , Junjun Ren","doi":"10.1016/j.engstruct.2025.121216","DOIUrl":null,"url":null,"abstract":"<div><div>The W-beam guardrail is widely employed as a roadside safety barrier to absorb impact energy, minimize occupant risk and redirect vehicles back onto the road, enhancing highway traffic safety. This study introduces an innovative W-beam guardrail equipped with a rubber sandwich layer aimed at improving safety performance. The impact resistance of this new guardrail was evaluated through both experiments and finite element (FE) analysis. Six W-beam guardrails with a rubber sandwich layer were manufactured and tested using a drop-hammer impact device under different impact energies, rubber thicknesses and hammer shapes. The dynamic responses of the guardrail, including impact force, mid-span deflection and failure mode, were obtained. Under drop-hammer impact, the guardrail primarily exhibited global deformation along with localized denting at the point of impact. The rubber layer plays an important role in energy absorption. Additionally, FE models of the new guardrail were established and validated against experimental results. Using the validated model, a 48-meter-long guardrail system and vehicle model were established to analyze the performance of the new W-beam guardrail system under vehicle collision. The numerical results indicate that the guardrail system with a rubber sandwich layer effectively reduces the maximum lateral displacement and helps redirect the vehicle's trajectory. Both the occupant impact velocity (OIV) and occupant ridedown acceleration (ORA) comply with the JTG B05–01 standard. Furthermore, the redirecting capacity of the new guardrail and occupant safety were evaluated, considering various parameters such as vehicle velocity, W-beam rail plate thickness, and rubber layer thickness, to determine the promising guardrail configuration within the studied parameter range.</div></div>","PeriodicalId":11763,"journal":{"name":"Engineering Structures","volume":"343 ","pages":"Article 121216"},"PeriodicalIF":6.4000,"publicationDate":"2025-08-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Road safety performance of a new W-beam guardrail system with rubber sandwich layer under vehicle collisions: Experimental and numerical studies\",\"authors\":\"Zongwang Xie , Rui Wang , Hui Zhao , Shuo Xu , Wensu Chen , Junjun Ren\",\"doi\":\"10.1016/j.engstruct.2025.121216\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The W-beam guardrail is widely employed as a roadside safety barrier to absorb impact energy, minimize occupant risk and redirect vehicles back onto the road, enhancing highway traffic safety. This study introduces an innovative W-beam guardrail equipped with a rubber sandwich layer aimed at improving safety performance. The impact resistance of this new guardrail was evaluated through both experiments and finite element (FE) analysis. Six W-beam guardrails with a rubber sandwich layer were manufactured and tested using a drop-hammer impact device under different impact energies, rubber thicknesses and hammer shapes. The dynamic responses of the guardrail, including impact force, mid-span deflection and failure mode, were obtained. Under drop-hammer impact, the guardrail primarily exhibited global deformation along with localized denting at the point of impact. The rubber layer plays an important role in energy absorption. Additionally, FE models of the new guardrail were established and validated against experimental results. Using the validated model, a 48-meter-long guardrail system and vehicle model were established to analyze the performance of the new W-beam guardrail system under vehicle collision. The numerical results indicate that the guardrail system with a rubber sandwich layer effectively reduces the maximum lateral displacement and helps redirect the vehicle's trajectory. Both the occupant impact velocity (OIV) and occupant ridedown acceleration (ORA) comply with the JTG B05–01 standard. Furthermore, the redirecting capacity of the new guardrail and occupant safety were evaluated, considering various parameters such as vehicle velocity, W-beam rail plate thickness, and rubber layer thickness, to determine the promising guardrail configuration within the studied parameter range.</div></div>\",\"PeriodicalId\":11763,\"journal\":{\"name\":\"Engineering Structures\",\"volume\":\"343 \",\"pages\":\"Article 121216\"},\"PeriodicalIF\":6.4000,\"publicationDate\":\"2025-08-20\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Engineering Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0141029625016074\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0141029625016074","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Road safety performance of a new W-beam guardrail system with rubber sandwich layer under vehicle collisions: Experimental and numerical studies
The W-beam guardrail is widely employed as a roadside safety barrier to absorb impact energy, minimize occupant risk and redirect vehicles back onto the road, enhancing highway traffic safety. This study introduces an innovative W-beam guardrail equipped with a rubber sandwich layer aimed at improving safety performance. The impact resistance of this new guardrail was evaluated through both experiments and finite element (FE) analysis. Six W-beam guardrails with a rubber sandwich layer were manufactured and tested using a drop-hammer impact device under different impact energies, rubber thicknesses and hammer shapes. The dynamic responses of the guardrail, including impact force, mid-span deflection and failure mode, were obtained. Under drop-hammer impact, the guardrail primarily exhibited global deformation along with localized denting at the point of impact. The rubber layer plays an important role in energy absorption. Additionally, FE models of the new guardrail were established and validated against experimental results. Using the validated model, a 48-meter-long guardrail system and vehicle model were established to analyze the performance of the new W-beam guardrail system under vehicle collision. The numerical results indicate that the guardrail system with a rubber sandwich layer effectively reduces the maximum lateral displacement and helps redirect the vehicle's trajectory. Both the occupant impact velocity (OIV) and occupant ridedown acceleration (ORA) comply with the JTG B05–01 standard. Furthermore, the redirecting capacity of the new guardrail and occupant safety were evaluated, considering various parameters such as vehicle velocity, W-beam rail plate thickness, and rubber layer thickness, to determine the promising guardrail configuration within the studied parameter range.
期刊介绍:
Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed.
The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering.
Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels.
Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.