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EXACT SOLUTION FOR RECTANGULAR SLAB WITH THREE EDGES SIMPLY-SUPPORTED AND OTHER FREE
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作者 YU TENGHAIDepartment of Mathematics 《内江师范学院学报》 1996年第2期1-7,共7页
In this paper,we give all-sided pastic analysis of the rectangular slab with three edges simply-supported and other free.Here we discuss the following four cases:(1)The uniformly distributedload over the area a slab.(... In this paper,we give all-sided pastic analysis of the rectangular slab with three edges simply-supported and other free.Here we discuss the following four cases:(1)The uniformly distributedload over the area a slab.(2).A concentrated load act at midpoint of free edges slab.(3)A concen-trated load act at the center a slab.(4)The line load act along free edge of slab. 展开更多
关键词 The RECTANGULAR slab with three EDGES simply - SUPPORTED and OTHER free have wide the use value. But up to now only find the EXACT solution that a concentrated load act at midpoint of free edye a slab. The EXACT solution of OTHER support force
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CAS 132-2006 Standard for Flat Panel Display TV Set Installation Service Formulating and Enforcing Main Point Explanation and Analysis
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作者 TCL group, TTE China Business Center Technical Service Depart-ment. 《China Standardization》 2007年第4期26-31,共6页
  CAS 132-2006 formulation background and work courses   Flat panel display technology is maturing alongside the development of science and technology. The prices of flat panel display TV sets are becoming lower ...   CAS 132-2006 formulation background and work courses   Flat panel display technology is maturing alongside the development of science and technology. The prices of flat panel display TV sets are becoming lower and lower. Flat panel display TV sets have begun entering the mainstream and are now the first choice of some consumers when making new TV purchases.Display TV Set Installation Service Point Explanation and AnalysisRepair, Retreat and Change Duty Stipulations. Peculiar use conditions, usage environments, and the practical circumstances of user consumption service requirements, etc., were also taken into account on the basis of extensive investigation, testing, and verification.…… 展开更多
关键词 TV In CAS 132-2006 Standard for flat Panel Display TV Set Installation Service Formulating and Enforcing Main Point Explanation and An
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Influence of reservoir heterogeneity on immiscible water-alternating-CO_(2)flooding:A case study
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作者 Peifeng Jia Chuanzhi Cui +1 位作者 Zhongwei Wu Dawei Yan 《Energy Geoscience》 EI 2024年第3期77-84,共8页
Currently,limited studies of immiscible water-alternating-CO_(2)(imWACO_(2))flooding focus on the impact of reservoir heterogeneity on reservoir development outcomes.Given this,using the heterogeneous reservoirs in th... Currently,limited studies of immiscible water-alternating-CO_(2)(imWACO_(2))flooding focus on the impact of reservoir heterogeneity on reservoir development outcomes.Given this,using the heterogeneous reservoirs in the Gao 89-1 block as a case study,this study conducted slab core flooding experiments and numerical simulations to assess the impact of reservoir heterogeneity on imWACO_(2)flooding efficiency.It can be concluded that imWACO_(2)flooding can enhance the sweep volume and oil recovery compared to continuous CO_(2)flooding.As the permeability difference increases,the difference in the swept volume between zones/layers with relatively high and low permeability increases.To optimize the exploitation of reservoirs in the Gao 89-1 block,the optimal timing and CO_(2)injection rate for imWACO_(2)flooding are determined at water cut of 40%and 10000 m^(3)/d,respectively.A short injection-production semi-period,combined with multiple cycles of water and CO_(2)injection alternations,is beneficial for enhanced oil recovery from imWACO_(2)flooding. 展开更多
关键词 Immiscible water-alternating-CO_(2)flooding Gao 89-1 block slab experiment Numerical simulation Reservoir heterogeneity
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板柱-剪力墙结构抗震的弹塑性时程分析及失效模拟 被引量:7
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作者 吴强 艾军 +1 位作者 陈少林 董欣 《振动与冲击》 EI CSCD 北大核心 2007年第11期95-98,共4页
罕遇地震作用下,板柱节点主要有弯曲破坏和冲切破坏两种破坏形态,而板柱节点发生冲切破坏后,板传递弯矩的能力迅速降低。模拟板柱节点冲切破坏的滞回曲线,在IDARC程序的基础上增加了考虑冲切破坏的恢复力模型,从而采用了弹塑性时程分析... 罕遇地震作用下,板柱节点主要有弯曲破坏和冲切破坏两种破坏形态,而板柱节点发生冲切破坏后,板传递弯矩的能力迅速降低。模拟板柱节点冲切破坏的滞回曲线,在IDARC程序的基础上增加了考虑冲切破坏的恢复力模型,从而采用了弹塑性时程分析方法对板柱-剪力墙结构进行抗震性能分析。对比分析了板柱-剪力墙结构顶层有梁和顶层无梁两种情况下抗震性能的差异,前者相对于后者而言,并没有显示出很大的优势。 展开更多
关键词 板柱-剪力墙结构 板柱节点 冲切破坏 时程分析
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竖向荷载作用下无粘结预应力砼平板-T形柱节点的试验研究 被引量:2
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作者 李光星 蔡健 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2004年第12期43-46,共4页
进行了 6个足尺平板 -T形柱节点试件的冲切性能试验 .阐述了平板 -T形柱节点的冲切受力性能和破坏特征 ,分析了无粘结预应力钢筋的应力变化特点以及板暗梁面筋和抗冲切箍筋的应变发展特点 ,对比了试件的极限承载力 .试验结果表明 ,施加... 进行了 6个足尺平板 -T形柱节点试件的冲切性能试验 .阐述了平板 -T形柱节点的冲切受力性能和破坏特征 ,分析了无粘结预应力钢筋的应力变化特点以及板暗梁面筋和抗冲切箍筋的应变发展特点 ,对比了试件的极限承载力 .试验结果表明 ,施加一定预压应力的试件具有较好的抗冲切受力性能 ,增加预压应力和平板厚度可提高节点的冲切承载力 . 展开更多
关键词 无粘结预应力混凝土 平板-T形柱节点 冲切荷载 试验研究
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无粘结预应力混凝土平板-T形柱节点冲切性能试验研究 被引量:1
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作者 李光星 蔡健 +1 位作者 陈加猛 杨伟雄 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2005年第4期563-568,共6页
针对平板异形柱节点冲切试验很少以及现行规范没有明确规定的情况,进行了5个无粘结预应力混凝土平板T形柱节点试件和1个钢筋混凝土平板T形柱节点试件的冲切性能对比试验.阐述了无粘结预应力混凝土平板T形柱节点的冲切受力性能和破坏特征... 针对平板异形柱节点冲切试验很少以及现行规范没有明确规定的情况,进行了5个无粘结预应力混凝土平板T形柱节点试件和1个钢筋混凝土平板T形柱节点试件的冲切性能对比试验.阐述了无粘结预应力混凝土平板T形柱节点的冲切受力性能和破坏特征,研究了无粘结预应力钢筋应力变化特点以及抗冲切箍筋、板暗梁面筋的应力变化特点,并将其受力性能与具有相同板厚和相同板面平均配筋率的钢筋混凝土平板T形柱节点进行了对比,探讨了施加预压应力对平板异形柱节点冲切受力性能的影响.试验结果表明,与相应的钢筋混凝土平板T形柱节点试件相比,施加一定预压应力的试件具有相当的延性和较好的抗冲切受力性能;增加预压应力可提高节点的冲切承载力.最后采用ACI318—02,Eurocode2和GB50010—2002所推荐的计算公式对上述节点的冲切承载力进行了验算,提出规范公式均适用于计算平板异形柱节点冲切承载力的设计建议. 展开更多
关键词 无粘结预应力混凝土 平板-T形柱节点 试验研究 冲切承载力
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带无梁楼盖的框架-核心筒结构设计中三个问题分析 被引量:3
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作者 周威 许名鑫 《结构工程师》 2009年第3期7-11,共5页
在内筒和外框之间为无梁楼盖的框架-核心筒结构具有传力途径明确、建筑分隔方便等突出优点,是高层建筑常用的结构形式。由于其结构受力的特殊性,工程技术人员常对该类结构与板柱-抗震墙的区别与联系、核心筒高宽比的考虑、预应力混凝土... 在内筒和外框之间为无梁楼盖的框架-核心筒结构具有传力途径明确、建筑分隔方便等突出优点,是高层建筑常用的结构形式。由于其结构受力的特殊性,工程技术人员常对该类结构与板柱-抗震墙的区别与联系、核心筒高宽比的考虑、预应力混凝土平板设计计算等问题模糊不清,影响了这类结构在高层建筑中的推广应用。结合一典型工程实例分析了相关问题,给出了考虑方法,可供相关工程设计与建造者参考。 展开更多
关键词 框架-核心筒 板柱-抗震墙 预应力混凝土 无梁楼盖
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无粘结PC平板-T形柱节点的反复加载试验
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作者 李光星 蔡健 +1 位作者 苏捷 吴源青 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2005年第4期45-49,共5页
在6个无粘结预应力砼(PC)平板-T形柱节点试件的低周反复加载试验基础上,描述了各试件的受力过程和破坏特性,分析对比了T形柱截面参数和不平衡弯矩加载方向对该节点刚度、承载能力退化和耗能能力、变形恢复能力的影响,并对该节点的抗震... 在6个无粘结预应力砼(PC)平板-T形柱节点试件的低周反复加载试验基础上,描述了各试件的受力过程和破坏特性,分析对比了T形柱截面参数和不平衡弯矩加载方向对该节点刚度、承载能力退化和耗能能力、变形恢复能力的影响,并对该节点的抗震性能进行了评价.研究结果表明,该节点具有较好的抗震性能,T形柱腹板长度c1 对节点的抗震性能具有决定作用. 展开更多
关键词 无粘结预应力混凝土 平板-T形柱节点 低周反复荷载 抗震性能
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钢筋混凝土平板-T形柱结构的等效梁法计算模型研究
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作者 李光星 蔡健 +1 位作者 杨春 林凡 《工业建筑》 CSCD 北大核心 2007年第6期54-56,39,共4页
为了解决现有的钢筋混凝土板柱结构计算模型存在的问题,运用ETABS分析程序对不同柱网尺寸、不同楼层总高度的典型的钢筋混凝土平板-T形柱结构采用等效梁方法进行简化建模分析,并将分析结果和运用ETABS分析程序的杆壳单元模拟的相应结构... 为了解决现有的钢筋混凝土板柱结构计算模型存在的问题,运用ETABS分析程序对不同柱网尺寸、不同楼层总高度的典型的钢筋混凝土平板-T形柱结构采用等效梁方法进行简化建模分析,并将分析结果和运用ETABS分析程序的杆壳单元模拟的相应结构模型的分析结果进行比较,对这种简化方法进行了评价,并提出了能够反映在水平荷载和竖直荷载共同作用下板柱结构受力变形特征的计算模型。分析表明,现有等效梁方法能够反映板柱结构的受力变形特征,只是模拟结果不稳定且绝大部分结果偏刚;等效梁的宽度取值主要与所考察受力方向的结构跨度、结构层高和总高度有关。 展开更多
关键词 钢筋混凝土平板 T形柱 计算模型 等效梁
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钢筋混凝土十字形柱-板柱连接冲切性能试验研究
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作者 黄承逵 刘文 《大连理工大学学报》 EI CAS CSCD 北大核心 2005年第4期580-586,共7页
进行了6个十字形柱-板柱连接(其中3个未配置、3个配置了抗冲切锚栓或箍筋)和2个对比方柱-板柱连接的冲切试验,研究了异形柱-板柱连接的冲切受力特性,同时将锚栓和箍筋的抗冲切性能进行了对比.试验结果表明,与方柱-板柱连接试件相比,在... 进行了6个十字形柱-板柱连接(其中3个未配置、3个配置了抗冲切锚栓或箍筋)和2个对比方柱-板柱连接的冲切试验,研究了异形柱-板柱连接的冲切受力特性,同时将锚栓和箍筋的抗冲切性能进行了对比.试验结果表明,与方柱-板柱连接试件相比,在柱截面积相同的情况下,异形柱-板柱连接试件具有较高的抗冲切承载力.抗冲切钢筋可以有效地提高板的冲切承载力和延性.在改善延性方面,锚栓比箍筋更有效.另外,将国外几个主要规范ACI318、BS8110及MC90关于非矩形荷载面冲切临界截面周长的规定进行了比较,从试验结果看,规范ACI318的取法更合理. 展开更多
关键词 异形柱 十字形柱 钢筋混凝土板 板柱连接 冲切 箍筋 锚栓
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预应力扁梁-密肋楼盖体系张拉测试及分析
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作者 王伟 苏小卒 赵勇 《重庆建筑大学学报》 EI CSCD 北大核心 2006年第3期63-66,共4页
对预应力扁梁-密肋楼盖体系在预应力张拉过程中楼板的变形、预应力混凝土梁的变形和应变进行了现场测试和分析,运用有限元程序对结构的预应力施工过程进行了模拟分析,讨论了预应力扁梁-密肋楼盖体系的预应力效应的建立,指出预应力效应... 对预应力扁梁-密肋楼盖体系在预应力张拉过程中楼板的变形、预应力混凝土梁的变形和应变进行了现场测试和分析,运用有限元程序对结构的预应力施工过程进行了模拟分析,讨论了预应力扁梁-密肋楼盖体系的预应力效应的建立,指出预应力效应的建立受到楼板平面内刚度的影响。 展开更多
关键词 预应力扁梁 密肋楼盖 现场测试 预应力效应
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预应力扁梁-密肋楼盖体系的受力分析
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作者 王伟 苏小卒 赵勇 《西安建筑科技大学学报(自然科学版)》 CSCD 北大核心 2007年第3期397-401,共5页
预应力扁梁-密肋楼盖体系是一种适合于中等跨度以上柱网的楼盖体系,该体系空间作用较强,受力复杂,因此出于结构安全性和适用性要求的考虑,研究该楼盖体系中建立的预应力效应就显得十分必要.针对某实际工程中无粘结预应力扁梁-密肋楼盖... 预应力扁梁-密肋楼盖体系是一种适合于中等跨度以上柱网的楼盖体系,该体系空间作用较强,受力复杂,因此出于结构安全性和适用性要求的考虑,研究该楼盖体系中建立的预应力效应就显得十分必要.针对某实际工程中无粘结预应力扁梁-密肋楼盖体系的预应力张拉过程,现场量测了楼板和预应力混凝土梁的变形和应变,运用有限元程序进行了模拟分析,分析模型考虑了预应力的瞬时损失以及模板支撑的作用,并与现场实测数据进行了比较,讨论了该结构体系中预应力效应的建立情况,指出梁中预应力效应的建立较大程度地受到楼板平面内刚度的影响.在有限元三维实体模型分析的基础上,对楼板平面内刚度的影响进行了进一步的探讨,提出了该体系中梁的预应力效应的简化计算方法. 展开更多
关键词 无粘结预应力混凝土 扁梁-密肋楼盖 现场测试 预应力效应
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Engineering punching shear strength of flat slabs predicted by nature-inspired metaheuristic optimized regression system
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作者 Dinh-Nhat TRUONG Van-Lan TO +1 位作者 Gia Toai TRUONG Hyoun-Seung JANG 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2024年第4期551-567,共17页
Reinforced concrete(RC)flat slabs,a popular choice in construction due to their flexibility,are susceptible to sudden and brittle punching shear failure.Existing design methods often exhibit significant bias and varia... Reinforced concrete(RC)flat slabs,a popular choice in construction due to their flexibility,are susceptible to sudden and brittle punching shear failure.Existing design methods often exhibit significant bias and variability.Accurate estimation of punching shear strength in RC flat slabs is crucial for effective concrete structure design and management.This study introduces a novel computation method,the jellyfish-least square support vector machine(JS-LSSVR)hybrid model,to predict punching shear strength.By combining machine learning(LSSVR)with jellyfish swarm(JS)intelligence,this hybrid model ensures precise and reliable predictions.The model’s development utilizes a real-world experimental data set.Comparison with seven established optimizers,including artificial bee colony(ABC),differential evolution(DE),genetic algorithm(GA),and others,as well as existing machine learning(ML)-based models and design codes,validates the superiority of the JS-LSSVR hybrid model.This innovative approach significantly enhances prediction accuracy,providing valuable support for civil engineers in estimating RC flat slab punching shear strength. 展开更多
关键词 punching shear strength reinforced concrete flat slabs machine learning jellyfish search support vector machine
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Reproducing past subduction and mantle flow using high-resolution global convection models 被引量:11
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作者 JiaShun Hu LiJun Liu Quan Zhou 《Earth and Planetary Physics》 2018年第3期189-207,共19页
Plate subduction drives both the internal convection and the surface geology of the solid Earth.Despite the rapid increase of computational power,it remains challenging for geodynamic models to reproduce the history o... Plate subduction drives both the internal convection and the surface geology of the solid Earth.Despite the rapid increase of computational power,it remains challenging for geodynamic models to reproduce the history of Earth-like subduction and associated mantle flow.Here,based on an adaptive approach of sequential data assimilation,we present a high-resolution global model since the mid-Mesozoic.This model incorporates the thermal structure and surface kinematics of tectonic plates based on a recent plate reconstruction to reproduce the observed subduction configuration and Earth-like convection.Introduction of temperature-and composition-dependent rheology allows for incorporation of many natural complexities,such as initiation of subduction zones,reversal of subduction polarity,and detailed plate-boundary dynamics.The resultant present-day slab geometry well matches Benioff zones and seismic tomography at depths < 1500 km,making it possible to hindcast past subduction dynamics and mantle flow.For example,the model produces a flat Farallon slab beneath North America during the Late Cretaceous to Early Cenozoic,a feature that has been geodynamically challenging to reproduce.This high-resolution model can also capture details of the 4-D evolution of slabs and the ambient mantle,such as temporally and spatially varying mantle flow associated with evolving slab geometry and buoyancy flux,as well as the formation of shallow slab tears due to subduction of young seafloors and the resulting complex mantle deformation.Such a geodynamic framework serves to further constrain uncertain plate reconstruction in the geological past,and to better understand the origin of enigmatic mantle seismic features. 展开更多
关键词 GLOBAL SUBDUCTION model data ASSIMILATION Earth-like SUBDUCTION Farallon flat slab MANTLE flow
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钢筋混凝土十字形异形柱-板柱连接抗弯承载力的研究
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作者 刘文 黄承逵 杜永峰 《兰州理工大学学报》 CAS 北大核心 2006年第1期134-137,共4页
为了研究柱截面形式为异形柱的板柱连接冲切受力性能,进行了柱截面形状分别为3种典型异形柱(十字形、T形和L形)和对比方柱所构成的板柱连接的冲切特性试验.根据所进行的柱截面为十字形异形柱-板柱连接冲切特性的试验成果,提出了十字形柱... 为了研究柱截面形式为异形柱的板柱连接冲切受力性能,进行了柱截面形状分别为3种典型异形柱(十字形、T形和L形)和对比方柱所构成的板柱连接的冲切特性试验.根据所进行的柱截面为十字形异形柱-板柱连接冲切特性的试验成果,提出了十字形柱-板柱连接的屈服线形式,并应用屈服线理论,导出了十字形异形柱-板柱连接的抗弯承载力表达式.该式形式简单、应用方便,其理论计算值与试验值比较,符合较好.结果可供类似柱形的板柱连接强度计算时参考. 展开更多
关键词 异形柱 钢筋混凝土板 板柱连接 抗弯承载力 屈服线理论
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大跨度平板-剪力墙结构体系可行性研究 被引量:2
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作者 朱礼敏 王欢欢 +2 位作者 田春雨 胡兰英 王爱志 《建筑结构》 CSCD 北大核心 2022年第3期43-50,115,共9页
选取两个已建的工程实例按照平板-剪力墙结构布置,首先对其进行多遇地震和风荷载作用下的弹性分析,完成结构设计;然后进行罕遇地震下的弹塑性时程分析,研究其抗震性能及破坏形态;最后对平板-剪力墙体系的经济性进行了分析。结果表明,在... 选取两个已建的工程实例按照平板-剪力墙结构布置,首先对其进行多遇地震和风荷载作用下的弹性分析,完成结构设计;然后进行罕遇地震下的弹塑性时程分析,研究其抗震性能及破坏形态;最后对平板-剪力墙体系的经济性进行了分析。结果表明,在多遇地震和风荷载作用下,平板-剪力墙体系的整体指标均满足《高层建筑混凝土结构技术规程》(JGJ 3—2010)的要求,构件验算也满足承载力要求,能够实现"小震不坏"的设防目标;在罕遇地震作用下,平板-剪力墙体系的层间位移角满足规范限值1/120的要求,墙体和楼板的损伤均不大,能够实现"大震不倒"的设防目标;平板-剪力墙体系的材料用量与传统剪力墙体系相比略低或持平。在此基础上,对平板-剪力墙体系的板厚取值、板内暗梁设置等提出了建议,可为今后工程应用提供参考。 展开更多
关键词 大跨度平板-剪力墙体系 可行性研究 受力性能 经济性
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Experimental study of temperature gradient in track slab under outdoor conditions in Chengdu area 被引量:12
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作者 Pingrui Zhao Xueyi Liu Guan Liu 《Journal of Modern Transportation》 2014年第3期148-155,共8页
Temperature is one of the important loads for designing slab track. The characteristic of slab track tem- perature varies greatly with different regional climates. In this work, a bi-block slab track model was built u... Temperature is one of the important loads for designing slab track. The characteristic of slab track tem- perature varies greatly with different regional climates. In this work, a bi-block slab track model was built under outdoor conditions in Chengdu area; the statistical characteristic of temperature gradient in track slab and the relationship between temperature gradient and surface air temperature were tested and analyzed. The results show that the track slab temperature gradient will vary periodically according to the surface air temperature, and show a clear nonlinearity along the height direction. The temperature gradient distribution is extremely uneven: the temperature gradient in the top part of the track slab is larger than that in the bottom part; the most frequently occurring temperature gradient of the track slab is around -3.5 ℃/m and more than 75 % locates in the level -10 to 10 ℃/m; concrete with a relatively good heat exchange condition with the surrounding air has a narrower band distribution. In addition, the frequency distribution histogram should exclude the time zone from 00:00 to 06:00 because there is almost no traffic in this period. The amplitude of track slab temperature variation is obviously lower than that of the air temperature variation, and the former is approximately linear with the latter. 展开更多
关键词 slab track Track slab - Temperature gradient Temperature field Surface air temperature
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The diffusive fluxes of inorganic nitrogen across the intertidal sediment-water interface of the Changjiang Estuary in China 被引量:5
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作者 HOU Lijun LIU Min +3 位作者 XU Shiyuan LU Jianjian OU Dongni YU Jie 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2006年第3期48-57,共10页
Ammonium and nitrate concentrations were analyzed in near-bottom water and pore water collected from ten stations of the intertidal flat of the Changjiang Estuary during April, July, November and February. The magnitu... Ammonium and nitrate concentrations were analyzed in near-bottom water and pore water collected from ten stations of the intertidal flat of the Changjiang Estuary during April, July, November and February. The magnitudes of the benthic exchange fluxes were determined on the basis of concentration gradients of ammonium and nitrate at the near-bottom water and interstitial water interface in combination with calculations of a modified Fick' s first law. Ammonium fluxes varied from - 5.05 to 1.43 μg/( cm^2·d) and were greatly regulated by the production of ammonium in surface sediments, while nitrate fluxes ranged from - 0. 38 to 1.36 μg/ ( cm^2·d) and were dominated by nitrate concentrations in the tidal water. It was found that ammonium was mainly released from sediments into water columns at most of stations whereas nitrate was mostly diffused from overlying waters to intertidal sediments. In total, 823.75 t/a ammonium-N was passed from intertidal sediments to water while about 521.90 t/a nitrate-N was removed from overlying waters to intertidal sediments. This suggests that intertidal sediments had the significant influence on modulating inorganic nitrogen in the tidal water. 展开更多
关键词 AMMONIUM NITRATE sediment - water interface intertidal flat Changjiang Estuary
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A dynamic simulation of the wheel–rail impact caused by a wheel flat using a 3D rolling contact model 被引量:7
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作者 Liangliang Han Lin Jing Kai Liu 《Journal of Modern Transportation》 2017年第2期124-131,共8页
A three-dimensional (3-D) wheel-rail rolling contact model with a wheel fiat was built using commercial software Hypermesh, and the dynamic finite element simulation was conducted using LS-DYNA 3D/explicit code. Inf... A three-dimensional (3-D) wheel-rail rolling contact model with a wheel fiat was built using commercial software Hypermesh, and the dynamic finite element simulation was conducted using LS-DYNA 3D/explicit code. Influences of the train speed, flat length and axle load on the vertical wheel-rail impact response were discussed, respectively. The results show that the maximum vertical wheel-rail impact force induced by the wheel flat is higher than that generated by the perfect wheel, and these two dynamic impact forces are much greater than the static axle load. Besides, the maximum von Mises equivalent stress and maximum equivalent plastic strain are observed on the wheel-rail contact surface, and both of them as well as the maximum wheel-rail impact force are sensitive to train speed, fiat length and axle load. 展开更多
关键词 High-speed train Wheel-rail impact Wheel flat - FE simulation
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An Andean tectonic cycle:From crustal thickening to extension in a thin crust(34°-37°SL) 被引量:2
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作者 Victor A.Ramos Vanesa D.Litvak +1 位作者 Andrés Folguera Mauro Spagnuolo 《Geoscience Frontiers》 SCIE CAS CSCD 2014年第3期351-367,共17页
Several orogenic cycles of mountain building and subsequent collapse associated with periods of shal- lowing and steepening of subduction zones have been recognized in recent years in the Andes. Most of them are chara... Several orogenic cycles of mountain building and subsequent collapse associated with periods of shal- lowing and steepening of subduction zones have been recognized in recent years in the Andes. Most of them are characterized by widespread crustal delamination expressed by large calderas and rhyolitic flare-up produced by the injection of hot asthenosphere in the subduction wedge. These processes are related to the increase of the subduction angle during trench roll-back. The Payenia paleoflat-slab, in the southern Central Andes of Argentina and Chile (34° -37°S) recorded a complete cycle from crustal thickening and mountain uplift to extensional collapse and normal faulting, which are related to changes in the subduction geometry. The early stages are associated with magmatic expansion and migration, subsequent deformation and broken foreland. New ages and geochemical data show the middle to late Miocene expansion and migration of arc volcanism towards the foreland region was associated with important deformation in the Andean foothills. However, the main difference of this orogenic cycle with the previously described cycles is that the steepening of the oceanic subducted slab is linked to basaltic flooding of large areas in the retroarc under an extensional setting. Crustal delamination is concentrated only in a narrow central belt along the cordilleran axis. The striking differences between the two types of cycles are interpreted to be related to the crustal thickness when steepening the subducting slab, The crustal thickness of the Altiplano is over 60-80 km, whereas Payenia is less than 42 km in the axial part, and near 30 km in the retroarc foothills. The final extensional regime associated with the slab steepening favors the basaltic flooding of more than 8400 km3 in an area larger than 40,000 km2, through 800 central vents and large fissures. These characteristics are unique in the entire present-day Andes. 展开更多
关键词 Andes Retroarc magmatism Basaltic floods Crustal delamination flat-slab
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