期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
Characterization of a Powertrain Test Bed in the Context of Virtual Validation of Drivability
1
作者 Schmidt HENRIK Prokop GÜNTHER 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第S01期9-19,共11页
Technological trends in the automotive industry toward a software-defined and autonomous vehicle require a reassessment of today’s vehicle development process.The validation process soaringly shapes after starting wi... Technological trends in the automotive industry toward a software-defined and autonomous vehicle require a reassessment of today’s vehicle development process.The validation process soaringly shapes after starting with hardware-in-the-loop testing of control units and reproducing real-world maneuvers and physical interaction chains.Here,the road-to-rig approach offers a vast potential to reduce validation time and costs significantly.The present research study investigates the maneuver reproduction of drivability phenomena at a powertrain test bed.Although drivability phenomena occur in the frequency range of most up to 30∙Hz,the design and characteristics substantially impact the test setup’s validity.By utilization of modal analysis,the influence of the test bed on the mechanical characteristic is shown.Furthermore,the sensitivity of the natural modes of each component,from either specimen or test bed site,is determined.In contrast,the uncertainty of the deployed measurement equipment also affects the validity.Instead of an accuracy class indication,we apply the ISO/IEC Guide 98 to the measurement equipment and the test bed setup to increase the fidelity of the validation task.In conclusion,the present paper contributes to a traceable validity determination of the road-to-rig approach by providing objective metrics and methods. 展开更多
关键词 powertrain test bed virtual validation modal analysis powertrain-hardware-in-the-loop DRIVABILITY measurement uncertainty
在线阅读 下载PDF
集中塑性铰在网壳弹塑性地震响应中的应用 被引量:1
2
作者 宋夏芸 李海旺 张建媛 《地震工程与工程振动》 CSCD 北大核心 2015年第1期118-125,共8页
运用SAP2000分析设计软件和集中塑性铰理论,对现有振动台试验模型进行弹塑性时程模拟分析,通过试验与模拟分析对比,验证集中塑性铰理论在空间网格结构弹塑性地震响应分析中的适用性。分析中考虑几何和材料双重非线性影响,获得了节点位... 运用SAP2000分析设计软件和集中塑性铰理论,对现有振动台试验模型进行弹塑性时程模拟分析,通过试验与模拟分析对比,验证集中塑性铰理论在空间网格结构弹塑性地震响应分析中的适用性。分析中考虑几何和材料双重非线性影响,获得了节点位移响应、杆件塑性铰的分布特征、结构的整体变形及失效形态。振动台试验与模拟分析均表明:单层网壳试验模型在地震作用下的破坏始于支座附近及靠近肋杆的斜杆杆件端部,最终破坏是由网壳模型底部第一圈、第二圈结构杆件动力失稳破坏引起的,模型底部第一圈、第二圈大部分杆件经历了失稳或较大塑性变形,部分杆件达到极限强度与节点拉脱,使结构整体向下凹陷;采用集中塑性铰方法模拟杆系结构的动力弹塑性性能与振动台试验结果基本吻合,较适用于空间杆系结构地震下的弹塑性性能评定,且易被工程师掌握。 展开更多
关键词 单层网壳结构 弹塑性时程分析 集中塑性铰 动力失稳破坏 模拟试验分析
在线阅读 下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部