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1、学位论文受冲击格构式钢拱弹塑性失稳数值模拟与试验研究StudyonElastic-plasticBuckingofSteelLatticeArchAffectedbyImpact:SimulationandExperiment本文首先使用ABAQUS/Explicit模拟了刚体横向冲击弹塑性格构式钢拱的过程,研究了各种因素对冲击响应的影响,得出:随着冲击速度的增加,刚体块嵌入格构拱拱顶钢管深度逐渐增大,冲击荷载最大峰值和冲击接触时间亦显著增大;随着质量比的增加,刚体块嵌入深度和冲击荷载最大峰值逐渐减小,接触时间增
2、大;随着矢跨比的增大,冲击荷载最大峰值和接触时间逐渐减小,刚体块嵌入深度增大;随着格构拱跨度的增大,冲击荷载最大峰值、接触时间和刚体块嵌入深度都逐渐增大;随着格构拱壁厚的增大,冲击荷载最大峰值逐渐增大,刚体块嵌入深度和接触时间逐渐减小。本文通过分析刚体冲击弹塑性格构式钢拱过程,提出了基于整体变形和内能判断弹塑性格构拱动力屈曲的判别准则。根据判别准则得出:随着冲击速度和刚体质量的增大,屈曲时间减小;随着刚体块的质量增大,临界冲击速度减小,当刚体块质量较大时,临界屈曲速度变化较小。采用应变电测技术对格构式钢拱在冲击作
3、用下的动力响应进行试验研究,发现格构式钢拱在落锤的冲击作用下结构破坏形式有两种情况,分别为:(1)支座处破坏;(2)弹塑性大变形破坏。在两种破坏形式下结构均发生整体失稳,且为平面外失稳。关键词:格构式钢拱,冲击荷载,接触时间,动力屈曲,试验研究IIIAbstractThispaperfirstlyusedABAQUS/Explicittosimulatetheprocessofelastic-plasticsteellatticearchtransverselyimpactedbyrigidbody,andthe
4、impactresponseeffectedbyvariousfactorswasstudied.Themainconclusionsareasfollows:whenthevelocityofrigidbodyisincreasing,thedepthembeddedbyrigidbodyinsteeltubeofthelatticearchvaultchangeslarger,theimpactloadpeakvaluechangesgreater,thecontacttimepresentsansignif
5、icantincrease;withtheincreaseofmassratio,namelythequalityoftherigidblockissmaller,thedepthembeddedbyrigidbodyinsteeltubeofthelatticearchvaultandtheimpactloadpeakvaluechangesmaller,thecontacttimechangesshorter;withtheincreaseofrise-to-spanratio,theimpactloadpe
6、akvalueandthecontacttimehavedecreased,thedepthembeddedbyrigidbodychangesgreater;withtheincreaseoflatticearchspan,theimpactloadpeakvalue,thecontacttimeandthedepthembeddedbyrigidbodyallhavedecreased;withtheincreaseoflatticearchwallthickness,thecontacttimeandthe
7、depthembeddedbyrigidbodyhavedecreased,theimpactloadpeakvaluechangesgreater.Andthepaperanalyzedtheconclusionsinconsiderationoftheplasticdeformationandtheplasticdissipationenergy.Throughanalyzingtheprocessofelastic-plasticlatticearchimpactedbytherigidbody,thepa
8、perproposedthedynamicbucklingjudgmentcriterionbasedontheoveralldeformationandtheinternalenergy.Accordingtothejudgmentcriterion,themainconclusionsareasfollows:whenthevelocityofrigidbodyort