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MODAL TESTING AND FINITE ELEMENT ANALYSIS OF A BATTERYRACK FOR SEISMIC APPLICATIONS

机译:地震应用中电池架的模态测试和有限元分析

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One of the most challenging aspects of the reliability testing in the telecommunication industry is earthquake resis-tancerntesting. The cabinet systems, battery racks, equipment racks and distribution frames are considered as earthquakernNEBS compliant, if the maximum deflection of the top of the structure does not exceed the 3-inch limit, there are no perma-nentrndeformations or structural damage, and the equipment or batteries remain functional. Based on the seismic test results ofrna large population of the telecom enclosures, it was observed that a system always passes the seismic test, if its fundamentalrnnatural frequency is at least 6 Hz. The cost of seismic qualification testing is high, coupled with the cost of production of thernenclosure and its configuration. In order to minimize the risk of telecom system failure, it is advisable to first perform a mo-dalrnFinite Element Analysis (FEA) of the system, and subsequently, to verify the numerical results with the experimentalrnresonance search data using either modal testing or sine swept survey, coupled with the static pull testing, where applicable.rnDepending on the resonance search results, simulation of the seismic testing (seismic analysis) may or may not be necessaryrnprior to the seismic qualification testing. The paper elaborates on the key aspects of the static pull test method supported byrnthe test results for a cabinet framework and a configured cabinet relative to the seismic test results, discusses the sine sweeprntesting of a battery cabinet and the modal test results for the corresponding battery rack that were obtained using two meth-ods.rnThe last portion of the paper describes modal FEA of the same battery rack anchored to a concrete pad supported by arnstyrofoam sheet and the correlation of the numerical with the experimental modal analysis results. The correlated modelrnserves next as the baseline model for analysis of other battery racks as well as of the equipment cabinets that are also config-uredrnwith batteries.
机译:电信行业可靠性测试中最具挑战性的方面之一是抗震性测试。机柜系统,电池架,设备架和配电架被视为符合NEBS标准,如果结构顶部的最大挠度不超过3英寸的极限,则不会出现永久变形或结构损坏,并且设备或电池仍然可以使用。根据大量电信机柜的地震测试结果,可以观察到,如果系统的固有频率至少为6 Hz,则该系统始终会通过地震测试。地震鉴定测试的成本很高,再加上外壳的生产成本及其配置。为了最大程度地降低电信系统故障的风险,建议首先执行系统的有限元分析(FEA),然后使用模态测试或正弦扫频,使用实验性共振搜索数据验证数值结果根据共振搜索结果,地震测试的模拟(地震分析)可能会或不一定会在进行地震鉴定测试之前进行。本文详细阐述了静态拉力测试方法的关键方面,该方法由机柜框架和已配置机柜的测试结果相对于地震测试结果支持,讨论了电池柜的正弦波测试以及相应电池架的模态测试结果这是使用两种方法获得的。本文的最后一部分描述了同一电池架锚固在由arnstyrofoam薄板支撑的混凝土垫板上的模态有限元分析,并将数值与实验模态分析结果相关联。接下来,相关模型将用作分析其他电池架以及也配置有电池的设备机柜的基准模型。

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