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Emission Performance of Motorcycles in Real-Road Conditions
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作者 杜青 刘欣 +3 位作者 尹君 尹涛 赵杰 郭津 《Transactions of Tianjin University》 EI CAS 2007年第5期322-327,共6页
WMTC,which means a worldwide motorcycle testing cycle,is now regarded as the most possible choice for the global motorcycle emission testing cycle,but whether or not it can be used in China is still unknown.In this st... WMTC,which means a worldwide motorcycle testing cycle,is now regarded as the most possible choice for the global motorcycle emission testing cycle,but whether or not it can be used in China is still unknown.In this study,a large number of data on the speed-time trace of motorcycles were sampled from various kinds of roads in 5 cities in China.Based on a series of criterion numbers defined,the driving character of motorcycles in the real-road conditions of China was obtained.With the aid of a specially designed program,an emission testing cycle that can indicate the driving characteristics of motorcycle in the real-road conditions was synthesized,and the exhaust emission tests of 20 motorcycles under the synchronized cycle and WMTC were carried out based on a CVS system and a motorcycle chassis dynamometer.The results show that although there do exist differences in some criterion numbers between the real-road condition and WMTC,such as proportion of idling mode,mean speed,mean running speed and the average acceleration and deceleration rates,the driving behaviors are similar.The results of exhaust emission tests indicate that the emission values of motorcycles under the synchronized cycle and WMTC have a relatively strong correlation.This means that WMTC can be introduced as a standard motorcycle emission test regulation into China. 展开更多
关键词 driving character of motorcycles synthesized emission testing cycle emission perfor- mance in real-road condition WMTC
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结构力学概念在结构设计及优化中的应用
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作者 史恒通 《石油化工设计》 CAS 2023年第3期28-31,36,I0002,共6页
结构力学基本概念对于结构设计非常重要,以结构静力平衡方程为基本理论,结合有限元分析,重点阐述了刚度与强度这两个最重要的结构概念。在进行结构分析、结构体系选择、抗震计算、地基基础等方面的设计时,结构基本概念可以广泛地应用于... 结构力学基本概念对于结构设计非常重要,以结构静力平衡方程为基本理论,结合有限元分析,重点阐述了刚度与强度这两个最重要的结构概念。在进行结构分析、结构体系选择、抗震计算、地基基础等方面的设计时,结构基本概念可以广泛地应用于指导结构设计及优化。 展开更多
关键词 静力平衡方程 结构矩阵 刚度与强度 结构体系 抗震性能化设计
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拱辅梁桥拱肋合理矢跨比的确定 被引量:1
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作者 桂成中 雷俊卿 张永水 《北京交通大学学报》 CAS CSCD 北大核心 2014年第4期115-121,共7页
拱肋矢跨比对拱辅梁桥的力学特性影响大,为寻求其合理范围,以梁拱相同刚度比而不同矢跨比为条件,从自振模态和多遇及罕遇地震作用下结构动力响应角度,结合工程实例,运用时程分析法及多自由度体系简化的滞回曲线,研究矢跨比变化对全桥变... 拱肋矢跨比对拱辅梁桥的力学特性影响大,为寻求其合理范围,以梁拱相同刚度比而不同矢跨比为条件,从自振模态和多遇及罕遇地震作用下结构动力响应角度,结合工程实例,运用时程分析法及多自由度体系简化的滞回曲线,研究矢跨比变化对全桥变位及内力影响的规律,并提出相应的合理设计范围.研究表明,拱肋矢跨比主要影响横桥向、竖向位移及内力,且矢跨比为1/5时桥梁抗震性能最优;对于多自由度体系变位组合中的主要成分得出的简化滞回曲线,由其定性分析得出的结论能与一般时程分析得出的结论一致. 展开更多
关键词 拱辅梁桥 拱肋矢跨比 组合结构 抗震性能
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波形钢腹板-UHPC组合连续箱梁桥静力和抗震性能研究 被引量:4
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作者 朱平 丁子贤 +1 位作者 张哲 邵旭东 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2022年第11期45-56,共12页
为克服传统大跨预应力混凝土(Prestressed Concrete,PC)连续梁桥自重过大、跨中过度下挠和腹板开裂的问题,将超高性能混凝土(Ultra-high Performance Concrete,UHPC)与波形钢腹板(Corrugated Steel Web,CSW)组合,提出大跨径CSWs-UHPC组... 为克服传统大跨预应力混凝土(Prestressed Concrete,PC)连续梁桥自重过大、跨中过度下挠和腹板开裂的问题,将超高性能混凝土(Ultra-high Performance Concrete,UHPC)与波形钢腹板(Corrugated Steel Web,CSW)组合,提出大跨径CSWs-UHPC组合连续箱梁桥方案,对该结构的静力性能和抗震性能进行了计算分析,并将其与CSWs-普通混凝土(Normal Concrete,NC)组合连续箱梁桥和PC连续箱梁桥进行对比,结果表明:相比CSWs-NC组合箱梁桥和PC箱梁桥,CSWs-UHPC组合箱梁桥的自重分别降低45%和54%;CSWs-UHPC组合箱梁桥耐久性强、全寿命周期内的经济性具有竞争力;静力计算结果满足规范要求;合理中支点梁高与中跨跨径比Hs/L为1/16~1/22,中跨跨中与中支点合理梁高比Hm/Hs为1/1.5~(-0.2+0.029L/Hs);CSWs-UHPC组合箱梁桥横向弯曲自振频率小于PC箱梁桥,竖向弯曲自振频率略大于CSWs-NC组合箱梁桥及PC箱梁桥,较轻的上部结构可大幅降低惯性荷载,使CSWs-UHPC组合箱梁桥具有优异的抗震性能.这种新型组合桥梁可有效克服大跨径连续梁桥下挠、开裂的病害,大幅降低地震响应,是大跨径连续梁桥中具有较强竞争优势的结构型式. 展开更多
关键词 静力性能 合理梁高范围 自振特性 抗震性能 超高性能混凝土 波形钢腹板
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不同框格形式密肋复合墙体抗震性能对比分析 被引量:5
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作者 成晓峰 姚谦峰 +1 位作者 黄炜 侯莉娜 《水利与建筑工程学报》 2010年第2期16-19,共4页
密肋复合墙体结构是近年来出现的一种建筑结构新体系,具有多方面的优点。结合课题组前期的3块不同框格形式(三肋柱复合墙体、标准复合墙体、五肋柱复合墙体)1/2比例的密肋复合墙体低周反复试验结果,通过对其承载力、延性、耗能能力、滞... 密肋复合墙体结构是近年来出现的一种建筑结构新体系,具有多方面的优点。结合课题组前期的3块不同框格形式(三肋柱复合墙体、标准复合墙体、五肋柱复合墙体)1/2比例的密肋复合墙体低周反复试验结果,通过对其承载力、延性、耗能能力、滞回曲线、骨架曲线及破坏模式等抗震性能进行了对比分析。结果表明:由于五肋柱复合墙体发生弯曲型破坏,外框柱过早破坏退出工作,而三肋柱复合墙体与标准复合墙体均发生剪切型破坏,砌块、墙板、外框依次发生破坏,两者之间相比较,标准复合墙体抗震性综合比较要好于三肋柱复合墙体。试验结果可为实际工程中墙板设计及制作提供理论依据。 展开更多
关键词 密肋复合墙体 低周反复试验 破坏模式 框格形式 抗震性能
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高墩大跨连续刚构桥抗震性能分析 被引量:5
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作者 陈昕 马麟 《水利与建筑工程学报》 2012年第4期74-77,91,共5页
以白鹤滩工程大洪水沟连续刚构桥为研究对象,应用Midas有限元软件,并考虑了边跨支座处的弹性约束作用,建立了该连续刚构桥的整体空间有限元计算模型。对其整体结构进行了静力和基于纤维单元的弹性反应谱和弹性时程分析,探讨了该连续刚... 以白鹤滩工程大洪水沟连续刚构桥为研究对象,应用Midas有限元软件,并考虑了边跨支座处的弹性约束作用,建立了该连续刚构桥的整体空间有限元计算模型。对其整体结构进行了静力和基于纤维单元的弹性反应谱和弹性时程分析,探讨了该连续刚构桥采用薄壁空心高墩时的动力性能。分析结果表明:该桥空心薄壁墩在强震作用下结构的强度和位移均能满足08抗震设计细则的要求,同时薄壁空心高墩形式的连续刚构桥桥墩通常并没有进入弹塑性或塑性阶段,在抗震性能方面有较好的优越性。 展开更多
关键词 有限元模型 反应谱 薄壁空心墩 弹性时程 抗震性能 纤维单元
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新型预应力型钢混凝土框架有限元模拟与分析 被引量:1
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作者 顾钊 王琨 +1 位作者 胡鹏飞 庄文安 《苏州科技大学学报(工程技术版)》 CAS 2017年第A01期107-109,共3页
结合预应力型钢混凝土梁跨度大、承载力髙及截面尺寸小等优点,以提髙框架结构的抗震性能及简化构造 为目标,对框架柱采用钢管混凝土核心柱,构建出一种新型预应力型钢混凝土组合框架结构,进行了相关的试验研 究及理论分析.进行型钢混凝土... 结合预应力型钢混凝土梁跨度大、承载力髙及截面尺寸小等优点,以提髙框架结构的抗震性能及简化构造 为目标,对框架柱采用钢管混凝土核心柱,构建出一种新型预应力型钢混凝土组合框架结构,进行了相关的试验研 究及理论分析.进行型钢混凝土梁-钢管混凝土核心柱组合框架试件在水平低周往复荷载作用下的试验研究,观察 试验过程及破坏形态.其后,基于三维单元理论对型钢混凝土梁-钢管混凝土核心柱组合框架模型进行水平荷载作 用下的力学性能有限元模拟.结果表明,基于此类单元理论的有限元分析方法获得的极限承载力和初始刚度与实测 值均吻合相对较好. 展开更多
关键词 型钢混凝土梁 钢管混凝土核心柱 框架结构 抗震性能 恢复力模型
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In situ atomic-scale observation of size-dependent (de) potassiation and reversible phase transformation in tetragonal FeSe anodes
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作者 Ran Cai Lixia Bao +12 位作者 Wenqi Zhang Weiwei Xia Chunhao Sun Weikang Dong Xiaoxue Chang Ze Hua Ruiwen Shao Toshio Fukuda Zhefei Sun Haodong Liu Qiaobao Zhang Feng Xu Lixin Dong 《InfoMat》 SCIE CAS CSCD 2023年第1期161-171,共11页
Potassium-ion batteries(PIBs)are considered promising alternatives to lithium-ion batteries owing to cost-effective potassium resources and a suitable redox potential of-2.93 V(vs.-3.04 V for Li+/Li).However,the explo... Potassium-ion batteries(PIBs)are considered promising alternatives to lithium-ion batteries owing to cost-effective potassium resources and a suitable redox potential of-2.93 V(vs.-3.04 V for Li+/Li).However,the exploration of appro-priate electrode materials with the correct size for reversibly accommodating large K+ions presents a significant challenge.In addition,the reaction mecha-nisms and origins of enhanced performance remain elusive.Here,tetragonal FeSe nanoflakes of different sizes are designed to serve as an anode for PIBs,and their live and atomic-scale potassiation/depotassiation mechanisms are revealed for the first time through in situ high-resolution transmission electron micros-copy.We found that FeSe undergoes two distinct structural evolutions,sequen-tially characterized by intercalation and conversion reactions,and the initial intercalation behavior is size-dependent.Apparent expansion induced by the intercalation of K+ions is observed in small-sized FeSe nanoflakes,whereas unexpected cracks are formed along the direction of ionic diffusion in large-sized nanoflakes.The significant stress generation and crack extension originating from the combined effect of mechanical and electrochemical interactions are elucidated by geometric phase analysis and finite-element analysis.Despite the different intercalation behaviors,the formed products of Fe and K_(2)Se after full potassiation can be converted back into the original FeSe phase upon depotassiation.In particular,small-sized nanoflakes exhibit better cycling perfor-mance with well-maintained structural integrity.This article presents the first successful demonstration of atomic-scale visualization that can reveal size-dependent potassiation dynamics.Moreover,it provides valuable guidelines for optimizing the dimensions of electrode materials for advanced PIBs. 展开更多
关键词 elucidated by geometric phase analysis and finite-element analysis. Despite the different intercalation behaviors the formed products of Fe and K 2 Se after full potassiation can be converted back into the original FESE phase upon depotassiation. In particular small-sized nanoflakes exhibit better cycling perfor- mance with well-maintained structural integrity. This article presents the first successful demonstration of ATOMIC-SCALE visualization that can reveal size- dependent potassiation dynamics. Moreover it provides valuable guidelines for optimizing the dimensions of electrode materials for advanced PIBs. KEYWOR DS in situ transmission electron microscopy potassium-ion batteries potassium-ion storage mechanism SIZE-DEPENDENT effects TETRAGONAL FESE
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