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考虑循环作用特征的公路桥梁荷载谱疲劳分析方法
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作者 孙良凤 郑祥隆 沈明江 《中外公路》 2024年第3期164-174,共11页
为了兼顾疲劳荷载谱的分析精度和实用性,该文提出了适用于单车加载和车流加载的荷载模型损伤效应比例系数和循环作用特征长度指标,通过研究典型疲劳车辆疲劳损伤效应一般规律,构建从单车作用到车流随机作用的疲劳荷载谱损伤分析方法。... 为了兼顾疲劳荷载谱的分析精度和实用性,该文提出了适用于单车加载和车流加载的荷载模型损伤效应比例系数和循环作用特征长度指标,通过研究典型疲劳车辆疲劳损伤效应一般规律,构建从单车作用到车流随机作用的疲劳荷载谱损伤分析方法。结果表明:单辆疲劳车引起的疲劳损伤可以在集中荷载效应基础上进行比例换算,由影响线绝对面积换算的循环作用特征长度指标对单车疲劳分析有较好的适用性。随机车流引起的疲劳损伤受到桥梁跨径和车流密度的共同影响,在短跨径桥梁中,损伤效应对车流密度不敏感,车流密度的增加甚至会造成一部分结构内力幅的减小;当跨径超过一定临界值时,车流密度的影响显著加剧;由影响线积分面积换算的循环作用特征长度指标更适用于车流疲劳损伤效应分析。荷载谱等效应力幅应结合交通流状态谱进行分析,多车道损伤效应系数指标的构建应考虑车辆相遇概率、循环作用特征长度指标的影响。 展开更多
关键词 公路桥梁 荷载谱 疲劳荷载模型 疲劳分析 循环作用特征长度
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圆锥形套筒冠活动义齿对老年牙周病伴牙列缺损患者修复效果和牙周健康的影响 被引量:2
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作者 李彪 孙良丰 杨燕飞 《中国美容医学》 CAS 2023年第5期154-157,共4页
目的:探讨圆锥形套筒冠活动义齿对老年牙周病伴牙列缺损患者修复效果和牙周健康的影响。方法:选取2019年1月-2020年6月笔者科室就诊的82例老年牙周病伴牙列缺损患者,按照随机数字表法分为A组和B组,每组41例。A组患者采用传统可摘义齿修... 目的:探讨圆锥形套筒冠活动义齿对老年牙周病伴牙列缺损患者修复效果和牙周健康的影响。方法:选取2019年1月-2020年6月笔者科室就诊的82例老年牙周病伴牙列缺损患者,按照随机数字表法分为A组和B组,每组41例。A组患者采用传统可摘义齿修复,B组患者采用圆锥形套筒冠活动义齿修复,比较两组患者咀嚼效能、牙周相关指标、牙齿松动度及满意度。结果:两组患者修复后6个月、1年咀嚼效能均高于修复前,修复后1年高于修复后6个月(P<0.05);B组修复后6个月、1年咀嚼效能高于A组,差异有统计学意义(P<0.05)。修复后6个月,两组出血指数、菌斑指数、牙龈指数均低于修复前,且B组低于A组(P<0.05)。修复后两组牙齿不松动例数高于修复前,Ⅰ度、Ⅱ度松动例数低于修复前(P<0.05);修复后B组牙齿不松动例数高于A组,Ⅰ度松动例数低于A组(P<0.05)。修复后B组义齿固位能力、语音能力、咀嚼能力、外部美观度、舒适感满意度高均于A组,差异有统计学意义(P<0.05)。结论:圆锥形套筒冠活动义齿修复老年牙周病伴牙列缺损患者,有助于提高其咀嚼效能,改善牙周出血,有效缓解牙周状况,减轻牙齿松动情况,疗效理想。 展开更多
关键词 牙周病伴牙列缺损 套筒冠活动义齿 传统可摘义齿 松动度
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行人激励载荷下大跨径异形天桥抗震支座设计研究
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作者 孙良凤 《城市道桥与防洪》 2023年第7期206-209,213,M0018,M0019,共7页
为了解决抗震支座弯矩受到行人不确定激励载荷影响,出现参量获取不全面的现象,导致支座抗震效果不佳这一问题,进行了行人激励载荷下大跨径异形天桥抗震支座设计研究。首先,考虑到行人对桥梁激励的不确定性,设置了多种载荷激励类型,并提... 为了解决抗震支座弯矩受到行人不确定激励载荷影响,出现参量获取不全面的现象,导致支座抗震效果不佳这一问题,进行了行人激励载荷下大跨径异形天桥抗震支座设计研究。首先,考虑到行人对桥梁激励的不确定性,设置了多种载荷激励类型,并提出利用区间过程法来描述桥上行人的不确定激励,使用自相关系数函数分析在行人激励载荷作用下的桥梁非随机振动情况;其次,利用有限元软件中的单元构造了抗震支座模型,并对桥梁位移、桥墩弯矩、桩基弯矩进行数值模拟;最后,将支座参量数值模拟结果代入有限元模型中,设计出一种双曲面球抗震支座结构。结果表明,设计的支座在慢跑、快跑情况下纵向弯矩与实际数据之间的最大误差分别为25 kN·m、250 kN·m,横向弯矩与实际数据一致,说明根据数值模拟结果设计的支座能够起到良好减震效果。 展开更多
关键词 行人激励载荷 大跨径 异形天桥 抗震支座
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Disassemblability Modeling Technology of Configurable Product Based on Disassembly Constraint Relation Weighted Design Structure Matrix(DSM) 被引量:3
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作者 QIU Lemiao LIU Xiaojian +1 位作者 ZHANG Shuyou sun liangfeng 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2014年第3期511-519,共9页
The current research of configurable product disassemblability focuses on disassemblability evaluation and disassembly sequence planning. Little work has been done on quantitative analysis of configurable product disa... The current research of configurable product disassemblability focuses on disassemblability evaluation and disassembly sequence planning. Little work has been done on quantitative analysis of configurable product disassemblability. The disassemblability modeling technology for configurable product based on disassembly constraint relation weighted design structure matrix (DSM) is proposed. Major factors affecting the disassemblability of configurable product are analyzed, and the disassembling degrees between components in configurable product are obtained by calculating disassembly entropies such as joint type, joint quantity, disassembly path, disassembly accessibility and material compatibility. The disassembly constraint relation weighted DSM of configurable product is constructed and configuration modules are formed by matrix decomposition and tearing operations. The disassembly constraint relation in configuration modules is strong coupling, and the disassembly constraint relation between modules is weak coupling, and the disassemblability configuration model is constructed based on configuration module. Finally, taking a hydraulic forging press as an example, the decomposed weak coupling components are used as configuration modules alone, components with a strong coupling are aggregated into configuration modules, and the disassembly sequence of components inside configuration modules is optimized by tearing operation. A disassemblability configuration model of the hydraulic forging press is constructed. By researching the disassemblability modeling technology of product configuration design based on disassembly constraint relation weighted DSM, the disassembly property in maintenance, recycling and reuse of configurable product are optimized. 展开更多
关键词 disassemblability modeling disassembly entropy disassembling degree weighted DSM product configuration model
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A real-time sensing system based on triboelectric nanogenerator for dynamic response of bridges 被引量:3
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作者 ZHANG He HUANG KangXu +3 位作者 ZHOU YuHui sun liangfeng ZHANG ZhiCheng LUO JiKui 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2022年第11期2723-2733,共11页
The strain of bridges under traffic loads is time-varying and of small amplitude(~10^(-6)),which is a type of cumulative response and needs long-term continuous monitoring.To precisely capture the time-varying respons... The strain of bridges under traffic loads is time-varying and of small amplitude(~10^(-6)),which is a type of cumulative response and needs long-term continuous monitoring.To precisely capture the time-varying responses,a dynamic strain triboelectric nanogenerator(TENG)sensor with superior response capability,sensitivity,self-powered,and long-term stability is proposed in this paper.An analytical correlation between the structural strain response signal and the detected electrical signal is established for long-term continuous quantitative strain measurements based on the principles of contact electrification and electrostatic induction.A series of experiments are conducted to investigate the output performance of the proposed lateral-sliding mode TENG sensors.The results reveal that,with the loading condition with frequencies lower than 10 Hz,the time-varying strain responses of the steel bridge within the range of 3 to 150 microstrains can also be detected with high precision of 0.1 microstrains.And it achieves long-term stability after 10000 loading cycles compared with commercial sensors.The proposed novel sensing theory and method based on TENG technology can be applied as a new alternative approach for monitoring realtime structural strain information quantitatively with general applicability and feasibility for bridges. 展开更多
关键词 triboelectric nanogenerator self-driven sensing quantitative sensing theory V-Q-εmodel dynamic strain monitoring of civil infrastructures
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