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Influence of injection positions on combustion performance in kerosene-fueled multi-cavity Scramjet combustor
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作者 Fangbin LIU Rongchun ZHANG +1 位作者 Riheng ZHENG Qiang SUN 《Chinese Journal of Aeronautics》 2025年第5期92-108,共17页
The kerosene-fueled Scramjet with multi-cavity combustor has the potential to serve aspropulsion system for hypersonic flight.However,the impact of injection positions on combustionperformance and mechanism at high Ma... The kerosene-fueled Scramjet with multi-cavity combustor has the potential to serve aspropulsion system for hypersonic flight.However,the impact of injection positions on combustionperformance and mechanism at high Mach numbers remains uncertain.Therefore,a comparativestudy was conducted using numerical methods to explore multi-cavity Scramjet combustor perfor-mance at a flight Mach number 7.0 with different injection positions.The combustor is equippedwith 6 cavities arranged in three groups along the flow direction,each consisting of two cavities per-pendicular to the flow.It is shown that the injection location significantly influences combustionperformance:Front-injection yields higher combustion efficiency than post-injection,but post-injection is advantageous for the intake start.Additionally,regardless of injection positions,themainstream flow state near the cavities behind the injection can be categorized as supersonic flow,supersonic-subsonic coexistence flow,and subsonic flow.The optimal length from the downstreamto the trailing edge of the cavities behind the injection for achieving maximum combustion effi-ciency is determined.Further extension beyond this optimal length does not significantly increasethe combustion efficiency.In addition,the optimal length varies with different injection positions-specifically,it is about 60%longer with post-injection conditions than with front-injection con-ditions in this investigation.Moreover,significant secondary combustion within the cavities leadingto improved efficiency only occurs when mainstream flow state is either supersonic flow orsupersonic-subsonic coexistence flow.Also,with a well-optimized design,the kerosene-fueledmulti-cavity Scramjet can achieve enhanced combustion efficiency,which shows relatively smallvariation across a wide range of equivalence ratios.This might be caused by the effects of interac-tion among these multiple cavities.Therefore,these research findings can provide valuable insightsfor designing and optimizing the kerosene-fueled multi-cavity combustor in Scramjet at high Machnumbers. 展开更多
关键词 SCRAMJET INJECTION Combustion performance Optimization multi-cavity
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CFST键竖向连接剪力墙结构抗震性能模拟研究
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作者 杨永生 李明 汤维维 《沈阳建筑大学学报(自然科学版)》 北大核心 2025年第5期614-622,共9页
研究钢管混凝土(CFST)键竖向连接剪力墙结构的抗震性能。利用ABAQUS有限元分析软件建立CFST键竖向连接和现浇剪力墙模型,对比二者的抗震性能,分析不同因素对CFST键竖向连接剪力墙抗震性能的影响。结果表明:CFST键竖向连接剪力墙抗震性... 研究钢管混凝土(CFST)键竖向连接剪力墙结构的抗震性能。利用ABAQUS有限元分析软件建立CFST键竖向连接和现浇剪力墙模型,对比二者的抗震性能,分析不同因素对CFST键竖向连接剪力墙抗震性能的影响。结果表明:CFST键竖向连接剪力墙抗震性能略优于现浇剪力墙,混凝土强度、钢槽厚度、钢槽腹板高度对其抗震性能影响较大,随着取值的增加,承载力及耗能能力均提高,延性降低,影响系数中,最大相差幅度超过19%;钢材强度和钢板厚度对其抗震性能影响较小,影响系数中,最大相差幅度小于13%。钢管混凝土键竖向连接剪力墙结构具有可行性,该连接结构能够有效传递剪力墙间的弯矩和剪力,使结构具有良好的抗震性能。 展开更多
关键词 cfst 剪力墙 抗震性能 有限元模拟 竖向连接
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钢管混凝土(CFST)四肢柱-双腹板肩梁的开裂机理与加固方法
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作者 赵轩 廖栩 +5 位作者 胡朝晖 刘俊 聂影 陈思雨 李贤 刘西光 《工业建筑》 2025年第7期60-69,共10页
目前我国重级工作制的工业厂房的肩梁结构在吊车反复荷载作用下普遍出现开裂,严重威胁着厂房的生产安全。为探究四肢钢管混凝土柱-双腹板肩梁疲劳开裂机理与疲劳寿命,通过四肢钢管混凝土(CFST)柱-双腹板肩梁的现场检测,探讨了影响肩梁... 目前我国重级工作制的工业厂房的肩梁结构在吊车反复荷载作用下普遍出现开裂,严重威胁着厂房的生产安全。为探究四肢钢管混凝土柱-双腹板肩梁疲劳开裂机理与疲劳寿命,通过四肢钢管混凝土(CFST)柱-双腹板肩梁的现场检测,探讨了影响肩梁吊车肢正交焊接区域疲劳强度的关键因素。采用有限元模型对8种不同工况下的四肢钢管混凝土柱-双腹板肩梁开展了拟静态疲劳裂纹扩展模拟,结果与实际开裂模式吻合。通过结构主应力分布分析了吊车梁纵向偏心、肩梁支座局部悬空与肩梁吊车肢应力损伤的关系,最后基于线弹性断裂力学分析得出,当吊车梁纵向偏心率为42.5%时,造成腹板与柱肢竖向连接焊缝抗剪疲劳寿命降低52.2%;当肩梁支座50%悬空时,腹板与加劲肋竖向连接焊缝剪切疲劳寿命降至30万次以下。为改善荷载偏心后肩梁吊车肢易开裂的问题,提出了焊接竖向钢板的加固方法。该方法有效改善了肩梁吊车肢荷载传递机制,目前已成功应用于国内多个重型冶金工业厂房。 展开更多
关键词 cfst四肢柱 双腹板肩梁 应力损伤 疲劳寿命 加固方法
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大跨CFST拱桥施工索力调整简便计算方法 被引量:1
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作者 吴月星 张劲泉 +2 位作者 周建庭 王新忠 徐智超 《公路交通科技》 北大核心 2025年第3期182-194,共13页
【目标】提出了一种基于“未闭合配合力”思想的简便计算方法,旨在解决大跨钢管混凝土拱桥在斜拉扣挂法施工中索力调整复杂、拱肋线形控制难度大的技术难题。【方法】以一座主跨220 m的钢管混凝土拱桥为研究对象,借鉴斜拉桥施工索力计... 【目标】提出了一种基于“未闭合配合力”思想的简便计算方法,旨在解决大跨钢管混凝土拱桥在斜拉扣挂法施工中索力调整复杂、拱肋线形控制难度大的技术难题。【方法】以一座主跨220 m的钢管混凝土拱桥为研究对象,借鉴斜拉桥施工索力计算方法,结合分阶段正装计算,对结构施工全过程的关键效应参数演化规律进行深入分析,并通过与传统计算方法的对比,验证新方法的可行性和优越性。【数据】研究表明,在施工过程中,通过控制塔偏、拱肋悬臂端竖向位移、封铰前铰点转角位移及合龙口无应力参数,施工完成后的拱桥松索成拱线形与目标值的最大误差仅为1.0 mm,符合规范要求,验证了计算方法的高精度。【结果】在拱脚封铰前阶段,调整铰点转角位移较调整拱肋悬臂端竖向位移的控制效果更为显著;在扣(背)索力调整过程中,无需对塔-索-拱耦合体系进行解耦,仅通过一次张拉即可实现拱桥施工全过程的最优控制目标。【结论】该简便计算方法显著简化了施工期索力调整过程,提高了施工效率,同时确保了拱桥线形的精确控制,具有计算精度高、操作性强、适用性广的优势。 展开更多
关键词 桥梁工程 线形控制 未闭合配合力 钢管混凝土拱桥 无应力参数 松索成拱 封铰 全过程最优
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钢筋贯通式CFST柱-RC梁节点优化设计方法研究
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作者 任靖哲 温四清 +1 位作者 温永坚 袁焕鑫 《振动与冲击》 北大核心 2025年第22期185-192,206,共9页
基于因果推断和响应面法,提出了钢筋贯通式钢管混凝土(concrete filled steel tube,CFST)柱-钢筋混凝土(reinforced concrete,RC)梁节点轴压承载力的优化设计方法。该优化设计方法可分为以下四个步骤:首先,采用拉丁超立方法对节点几何... 基于因果推断和响应面法,提出了钢筋贯通式钢管混凝土(concrete filled steel tube,CFST)柱-钢筋混凝土(reinforced concrete,RC)梁节点轴压承载力的优化设计方法。该优化设计方法可分为以下四个步骤:首先,采用拉丁超立方法对节点几何参数进行抽样,建立节点的分析样本;其次,采用因果推断对节点几何参数进行分析,筛选出节点轴压承载力的原因参数;然后,采用多项式函数对样本结果进行拟合,建立以节点原因参数为自变量的响应面方程;最后,采用拉格朗日乘数法对最优设计参数进行求解。根据研究结果可以得到以下结论:开洞形式对于节点轴压承载力有一定影响:当节点几何参数取值相同时,双洞口节点的可靠性与稳定性优于单洞口节点,但屈服承载力和极限承载力较单洞口节点均有所降低;加厚部位厚度对双洞口和单洞口节点轴压承载力均起到决定性的有利作用,节点核心区高度对双洞口和单洞口节点承载力均有负面影响。洞间板带提高了双洞口节点的可靠性和稳定性,但对轴压承载力有削弱作用;二次齐次多项式可作为节点轴压承载力的响应面拟合函数,计算出的节点几何参数最优解均处于合理范围,可用于实际工程设计。综上,基于因果推断和响应面法的节点参数求解方法能够满足工程中节点参数化设计的需求,适用于钢筋贯通式CFST柱-RC梁节点的优化设计。 展开更多
关键词 钢管混凝土(cfst)柱-钢筋混凝土(RC)梁节点 因果推断 响应面法 优化设计
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基于线形差值迭代的CFST拱桥施工索力计算方法
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作者 吴月星 张劲泉 +2 位作者 周建庭 谭献良 王新忠 《公路交通科技》 北大核心 2025年第5期137-147,共11页
【目标】提出基于线形差值迭代的施工索力计算方法,以提高钢管混凝土拱桥斜拉扣挂施工中拱肋线形控制精度,优化索力计算,增强施工可控性。【方法】首先,基于无应力状态法,并融合正装迭代思想,构建适用于拱桥施工的索力计算方法。然后,利... 【目标】提出基于线形差值迭代的施工索力计算方法,以提高钢管混凝土拱桥斜拉扣挂施工中拱肋线形控制精度,优化索力计算,增强施工可控性。【方法】首先,基于无应力状态法,并融合正装迭代思想,构建适用于拱桥施工的索力计算方法。然后,利用Midas/Civil软件对净跨径140 m的钢管混凝土拱桥进行分阶段施工建模,分别开展不考虑背索及浪风索、考虑背索但不考虑浪风索及同时考虑背索与浪风索3种模拟正装分析。最后,比较不同施工方案优缺点,并分析2种迭代方式下拱桥施工全过程的力学行为变化。【结果】最多6次迭代即可求解施工索力,松索成拱线形与目标线形误差控制在1 cm以内,符合施工要求。在拱肋合龙前拆除部分临时索体,虽可减少背索锚固费用,但导致拱肋线形变化大,索力均匀性较差,不利于施工控制。采用迭代方式2(即迭代全过程均更新拱肋2#~4#节段控制目标值)时,拱肋松索成拱阶段线形迅速接近目标线形,施工全过程主拱肋线形波动较小,控制效果更优。【结论】所提方法可优化施工索力张拉控制,提高拱桥线形控制精度,并兼顾索力均匀性与稳定性。工程应用中应灵活选取模拟方法、迭代方式及次数,以确保施工全过程的过程控制与目标达成,提升施工质量与安全性。 展开更多
关键词 桥梁工程 索力计算 线形差值迭代 钢管混凝土拱桥 斜拉扣挂法 无应力状态法 正装迭代
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In-Plane Bearing Capacity of CFST Truss Arch Bridges with Geometric Defects
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作者 Chao Luo Zhengsong Xiang +3 位作者 Yin Zhou Dingsong Qin Tianlei Cheng Qizhi Tang 《Structural Durability & Health Monitoring》 2025年第3期683-703,共21页
Failure tests were conducted on two concrete-filled steel tubular(CFST)truss arch bridges with a span of approximately 12 m to investigate the influence of initial geometric defects on the in-plane bearing capacity of... Failure tests were conducted on two concrete-filled steel tubular(CFST)truss arch bridges with a span of approximately 12 m to investigate the influence of initial geometric defects on the in-plane bearing capacity of CFST truss arch bridges.The effects of antisymmetric defect on the ultimate bearing capacity,failure mode,structural response,and steel–concrete confinement effect of CFST truss arch bridges under quarter-point loading were analyzed.On this basis,numerical simulations were conducted to investigate the in-plane bearing capacity of CFST truss arch bridges further under different scenarios.The initial defect formof the archwas obtained by using theoretical deduction,and the theoretical basis for the weakening of the ultimate bearing capacity of the arch bridge caused by geometric defects was clarified.Results indicate that the antisymmetric defect does not change the four-hinge failure mode of the model arch under quarter-point loading but increases the local cracking area and crack density of the concrete inside the pipe.The sine geometric defect with an amplitude of L/250 resulted in a 44.4%decrease in the yield load of the single hinge of the model arch,a 10.5%decrease in the failure load of the four hinges,and a 40.9%increase in themaximum vertical deformation during failure.At the initial stage of loading,the steel pipe and the concrete inside the pipe were subjected to relatively independent forces.After reaching 67%of the ultimate load,the catenary arch ribs began to produce a steel pipe concrete constraint effect.The initial geometric defects resulted in a decrease in the load when the constraint effect occurred.The antisymmetric defects with the same amplitude have a greater impact on the in-plane bearing capacity of the CFST arch bridge than the initial geometric defects with symmetry.The linear deviation at L/4 caused by constructionmust be controlled to be less than L/600 to ensure that the internal bearing capacity of the CFST arch bridge reaches 95%of the design bearing capacity.The structural deformation caused by geometric initial defects increases linearly with the increase in defect amplitude.The bearing capacity is weakened because the structural deflection and bending moment are amplified by initial defects. 展开更多
关键词 Geometric defects cfst arch bridge ultimate bearing capacity model test numerical simulation theoretical derivation
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高震区大跨度上承式CFST拱桥桥面系分联和约束体系研究 被引量:1
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作者 李子特 王根会 +2 位作者 樊江 牛延平 武维宏 《地震工程学报》 CSCD 北大核心 2024年第6期1311-1317,1330,共8页
为研究高震区的上承式钢管混凝土拱桥合理的桥面系分联和约束体系,以一座净跨径400 m的公路桥梁为例,采用非线性时程分析方法,对不同分联的桥面系和支座体系下的结构响应进行对比分析。结果表明:1联桥面系显著降低了联端位移及交界墩弯... 为研究高震区的上承式钢管混凝土拱桥合理的桥面系分联和约束体系,以一座净跨径400 m的公路桥梁为例,采用非线性时程分析方法,对不同分联的桥面系和支座体系下的结构响应进行对比分析。结果表明:1联桥面系显著降低了联端位移及交界墩弯矩,且立柱弯矩均匀;钢支座体系拱顶段和联端剪切力显著增大,交界墩及立柱弯矩较大且分布不均匀;高阻尼橡胶支座体系交界墩及立柱弯矩均显著减小且分布趋于均匀。当采用1联桥面系和高阻尼橡胶支座约束体系时,立柱、支座和交界墩受力协同度高,各构件内力的均值和标准差的差距均显著减小,说明该结构设计的合理性。 展开更多
关键词 高震区 上承式cfst拱桥 桥面系分联 约束体系 非线性时程 均值和标准差
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高轴压比CFST柱-组合梁单边螺栓节点抗震性能分析
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作者 丁发兴 罗开源 +1 位作者 雷建雄 吕飞 《东北大学学报(自然科学版)》 CSCD 北大核心 2024年第12期1787-1797,共11页
对9个钢管混凝土(concrete-filled steel tubular,CFST)柱-组合梁单边螺栓节点开展三维实体有限元精细化模型抗震性能分析,其中采用混凝土三轴塑性-损伤和钢材混合强化-韧性损伤模型,探讨了拉筋、轴压比、梁高、加劲肋对节点抗震性能与... 对9个钢管混凝土(concrete-filled steel tubular,CFST)柱-组合梁单边螺栓节点开展三维实体有限元精细化模型抗震性能分析,其中采用混凝土三轴塑性-损伤和钢材混合强化-韧性损伤模型,探讨了拉筋、轴压比、梁高、加劲肋对节点抗震性能与破坏形式的影响规律,结果表明钢材引入韧性损伤的有限元模型分析结果与试验结果更加吻合,且增加端板加劲肋和增大钢梁高度均能大幅提高节点刚度、承载力和耗能能力.探究不同钢梁尺寸和柱内拉筋强构造对钢管混凝土柱-组合梁单边螺栓节点承载力、刚度和塑性耗能分配与失效机制的影响规律.分析结果表明:拉筋大幅提升了柱端抗弯承载力和耗能能力,使得节点在轴压比为0.8时仍维持梁端失效模式;节点梁-柱抗弯承载力比介于1.57~2.04时将由梁耗能向柱耗能转变.因此对于栓连螺栓组合节点强柱弱梁的判定,建议梁-柱抗弯承载力比值由1.0提升至1.5. 展开更多
关键词 钢管混凝土柱 拉筋 螺栓连接 有限元分析 抗震性能
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基于互信息和MiniRocket网络的CFST脱空识别 被引量:3
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作者 覃悦 谢开仲 +3 位作者 郭晓 王红伟 王秋阳 彭佳旺 《振动与冲击》 EI CSCD 北大核心 2024年第8期202-212,共11页
为提高钢管混凝土(concrete filled steel tube,CFST)脱空检测的效率和精度,本文提出了一种基于快速傅里叶变换(fast fourier transform,FFT)、互信息(mutual information,MI)和MiniRocket神经网络的智能识别方法。首先,采用FFT将待测C... 为提高钢管混凝土(concrete filled steel tube,CFST)脱空检测的效率和精度,本文提出了一种基于快速傅里叶变换(fast fourier transform,FFT)、互信息(mutual information,MI)和MiniRocket神经网络的智能识别方法。首先,采用FFT将待测CFST敲击声波时域信号转换为频域信号;其次,采用MI建立频域信号与脱空状态的相关性,提取相关性最大的前30个特征建立数据集,避免了复杂的数学运算和冗余信息;建立MiniRocket深度学习网络,通过使用更少的参数量和更小的特征尺寸,提高分类的速度和精度。最后,考察了模型的噪音鲁棒性,并与其他算法、特征提取方法和识别方法进行对比。结果表明,在不同脱空深度和脱空宽度下,所提的方法在100次重复试验中获得了100%的平均预测精度。在高信噪比下,该方法受影响较小。此外,与其他算法、特征提取方法和识别方法相比,本方法具有更好的预测性能。因此,所提出的方法在未来实际CFST结构的智能脱空识别中具有较大的应用潜力。 展开更多
关键词 钢管混凝土(cfst) 脱空 敲击声波 互信息(MI) 深度学习
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A master-slave generalized predictive synchronization control for preheating process of multi-cavity hot runner system 被引量:1
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作者 Hongyi Qu Shengyong Mo +3 位作者 Ke Yao Zhao-Xia Huang Zhihao Xu Furong Gao 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2023年第10期270-280,共11页
As a key component of injection molding,multi-cavity hot runner(MCHR)system faces the crucial problem of polymer melt filling imbalance among the cavities.The thermal imbalance in the system has been considered as the... As a key component of injection molding,multi-cavity hot runner(MCHR)system faces the crucial problem of polymer melt filling imbalance among the cavities.The thermal imbalance in the system has been considered as the leading cause.Hence,the solution may rest with the synchronization of those heating processes in MCHR system.This paper proposes a’Master-Slave’generalized predictive synchronization control(MS-GPSC)method with’Mr.Slowest’strategy for preheating stage of MCHR system.The core of the proposed method is choosing the heating process with slowest dynamics as the’Master’to track the setpoint,while the other heating processes are treated as‘Slaves’tracking the output of’Master’.This proposed method is shown to have the good ability of temperature synchronization.The corresponding analysis is conducted on parameters tuning and stability,simulations and experiments show the strategy is effective. 展开更多
关键词 Process control Thermodynamics process Model-predictive control multi-cavity hot runner system Master-Slave synchronization Mr.Slowest
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Application of Fuzzy Control to Improve Flow Balance of Multi-Cavity Hot Runner System 被引量:2
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作者 Chung-Ching Huang Shin-Min Hung +5 位作者 Wen-Wang Wu Yi-Jen Yang His-Jung Chang Jui-Wen Chang Chih-Husiung Chung Shen-Houng Chen 《Journal of Mechanics Engineering and Automation》 2012年第12期726-741,共16页
In this study, we propose a new temperature compensation control strategy for a multi-cavity hot runner injection molding system, At first, the melt filling time of each cavity can be measured by installing temperatur... In this study, we propose a new temperature compensation control strategy for a multi-cavity hot runner injection molding system, At first, the melt filling time of each cavity can be measured by installing temperature sensors on the position around end filling area, and filling time difference between the various cavities can be calculated. Then the melt temperature of each hot nozzle can be adjusted automatically by a control strategy established based on the Fuzzy Theory and a program compiled with LABVIEW software. Temperature changes the melt mobility, so the adjustment of temperature can equalize the filling time of the melt in each cavity, which can reduced the mass deviation between each cavity and make product properties of each cavity consistent. The conclusion of the experiment is as follows: For this contact lens box of a four-cavity Hot Runner mold, by applying hot runner temperature compensation control system, time difference can be reduced from 0.05 s to 0.01 s at each cavity, and the mass Standard deviation of the four cavity can be improved from 0.006 to 0.002. The ratio of imbalance can be reduced from 20% to 4%. Hence, the hot runner temperature compensation control system has significant feasibility and high potential in improving melt flow balance of multi-cavity molding application. 展开更多
关键词 Fuzzy control multi-cavity flow balance hot runner molding technology temperature compensation.
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考虑不确定性公路CFST拱桥抗倒塌安全储备分析 被引量:1
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作者 文乾鑫 张童 +1 位作者 李冬 羡丽娜 《公路交通科技》 CAS CSCD 北大核心 2024年第4期80-89,共10页
为研究在不确定性影响下桥梁结构抗倒塌安全储备能力和地震损失,提出基于构件破坏安全储备系数DMR求取桥梁抗倒塌安全储备系数CMR的分析方法,并以此方法评估结构遭遇地震时的损失情况。以某公路CFST拱桥为例,首先充分考虑了模型信息相... 为研究在不确定性影响下桥梁结构抗倒塌安全储备能力和地震损失,提出基于构件破坏安全储备系数DMR求取桥梁抗倒塌安全储备系数CMR的分析方法,并以此方法评估结构遭遇地震时的损失情况。以某公路CFST拱桥为例,首先充分考虑了模型信息相关不确性,利用拉丁超立方抽样,对模型信息参数进行随机组合,采用OpenSees程序对随机组合参数建立算例拱桥弹塑性动力分析模型,进行非线性时程分析,再利用概率地震需求分析(PSDA)方法建立构件概率地震需求模型,确定连续地震作用下构件易损性曲线,通过分析不同主要承重构件在遭遇地震时的破坏情况来最终确定桥梁的易损性曲线,探究DMR、CMR、地震损失、不确定性4者之间关系。通过对比两种不确定性工况分析,结果表明:不确定性对CMR、DMR和地震损失评估有着重要影响。在给定地震动强度作用下,DMR随着不确定性增大而变小,造成构件地震损失的增大。在同等地震下,DMR较小的构件比DMR较大的构件更易发生破坏。因桥梁结构的CMR是由DMR求得,所以在不确定性影响下变化趋势与DMR一致。通过构件的破坏安全储备进行评估,在评估过程中充分考虑不确定性的影响有助于更加精准了解结构的抗倒塌安全储备能力以及在遭遇地震时的损失情况。 展开更多
关键词 桥梁工程 破坏安全储备系数 概率地震需求分析 公路cfst拱桥 不确定性
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Protection of entanglement between two V-atoms in a multi-cavity coupling system
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作者 Wen-Jin Huang Mao-Fa Fang Xiong Xu 《Chinese Physics B》 SCIE EI CAS CSCD 2022年第1期124-129,共6页
The protection of the entanglement between two V-atoms(EBTVA)in a multi-cavity coupling system is studied.The whole system consists of two V-atoms.The two V-atoms are initially in the maximum entangled state and inter... The protection of the entanglement between two V-atoms(EBTVA)in a multi-cavity coupling system is studied.The whole system consists of two V-atoms.The two V-atoms are initially in the maximum entangled state and interacts locally with its own dissipative cavity which is coupled to the external cavities with high quality factor(ECWHQF).The results show that,when there is no ECWHQF,the EBTVA can be protected effectively in the case where the V-atom and the dissipative cavity are weak coupled in large detuning,while when there are different numbers n of ECWHQF coupled to two dissipative cavities,by adjusting the parameters of the number n of ECWHQF and the coupling strength k between cavities,the EBTVA can be protected perfectly and continuously.Our result provides an effective method for protecting entanglement resources of three-level system. 展开更多
关键词 V-atom multi-cavity coupling system ENTANGLEMENT NEGATIVITY
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A novel multi-cavity Helmholtz muffler
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作者 Han-Bo Shao Huan He +1 位作者 Yan Chen Guo-Ping Chen 《Chinese Physics B》 SCIE EI CAS CSCD 2019年第5期150-157,共8页
A novel multi-cavity Helmholtz muffler is proposed. The multi-cavity Helmholtz muffler is composed of steel structures and silicone membranes. With suitable construction, the Helmholtz muffler can be designed to exhib... A novel multi-cavity Helmholtz muffler is proposed. The multi-cavity Helmholtz muffler is composed of steel structures and silicone membranes. With suitable construction, the Helmholtz muffler can be designed to exhibit negative mass density in low frequency, and the muffling frequency can be adjusted when we change the internal structure of the cavity,which will be very attractive for noise control. In this paper, we investigate the influence of the membranes and the cavities on noise reduction characteristics with theoretical calculations and simulations. The results show that the numbers of membranes and the volumes of the cavities can have a great effect on the position of the muffling frequency. The number of cavities can have a great effect on the width of the muffling frequency(reduce the noise by 10 dB). With different combinations of the membranes and cavities, we can get different muffling frequencies, which can meet different muffling demands in practical applications and is more flexible than the traditional Helmholtz cavity. 展开更多
关键词 multi-cavity HELMHOLTZ MUFFLER NEGATIVE MASS DENSITY noise reduction
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Selection of the Optimal Cooling Parameters to the Multi-Cavity Die
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作者 Chiaming Yen Jui-Cheng Lin Wujeng Li 《厦门大学学报(自然科学版)》 CAS CSCD 北大核心 2002年第S1期112-,共1页
This study is subject to the finite element and abd uc tive network method application in the multi-cavity die. In order to select the optimal cooling system parameters to minimize the warp of a die-casting die, t he ... This study is subject to the finite element and abd uc tive network method application in the multi-cavity die. In order to select the optimal cooling system parameters to minimize the warp of a die-casting die, t he Taguchi’s method and the abductive network are used. These methods are appli ed to create an efficient model with functional nodes for the considered problem . Once the cooling system parameters are developed, this network can be used to predict the warp for the die-casting die accurately. A simulated annealing (SA) optimization algorithm with a performance index is then applied to the neur al network for searching the optimal cooling system parameters, and obtain rathe r satisfactory result as compared with the corresponding finite element veri fication. 展开更多
关键词 multi-cavity die-casting die abductive networ k Taguchi’s method neural network simulated annealing
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Bending Prediction Method of Multi-Cavity Soft Actuator
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作者 HUO Qianjun LIU Sheng +3 位作者 XU Qingyu ZHANG Yuanfei ZHANG Yaoyao LI Xu 《Journal of Shanghai Jiaotong university(Science)》 EI 2022年第5期631-637,共7页
The multi-cavity soft actuator is assembled from single-cavity soft actuator through a reasonable geometric distribution.It has the characteristic that the pneumatic soft actuator is driven by its own deformation and ... The multi-cavity soft actuator is assembled from single-cavity soft actuator through a reasonable geometric distribution.It has the characteristic that the pneumatic soft actuator is driven by its own deformation and has more degrees of freedom.Pneumatic soft actuator is widely used as an emerging discipline and its strong compliance has been greatly developed and applied.However,as the most application potential type of soft actuators,there is still a lack of simple and effective deformation prediction methods for studying the spatial deformation of multi-cavity soft actuators.To solve this problem,a vector equation method is proposed based on the analysis of the principle of the space deformation of the two-cavity,three-cavity and four-cavity soft actuators.Furthermore,a nonlinear mathematical model of the air pressure,space position and deformation trajectory of the soft actuator end is established by combining the vector equation method.Finally,the three-channel soft actuator is verified through experiments.The results show that the mathematical model can better predict the space deformation trajectory of the soft actuator,which provides a new research method for studying the space deformation of the multi-channel soft actuator. 展开更多
关键词 soft actuator multi-cavity soft vector equation method finite element simulation
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W-LCFST柱抗震性能及弯矩-曲率关系研究
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作者 张旺 李格 +2 位作者 熊清清 李海云 邹薇 《沈阳建筑大学学报(自然科学版)》 CAS 北大核心 2024年第4期636-646,共11页
目的研究L形宽肢钢管混凝土组合柱(W-LCFST柱)的抗震性能及弯矩-曲率计算方法,为工程应用提供设计依据。方法应用ABAQUS有限元分析软件建立考虑混凝土塑性损伤和延性金属损伤的有限元模型,在验证模型合理准确的基础上,对比分析等肢截面... 目的研究L形宽肢钢管混凝土组合柱(W-LCFST柱)的抗震性能及弯矩-曲率计算方法,为工程应用提供设计依据。方法应用ABAQUS有限元分析软件建立考虑混凝土塑性损伤和延性金属损伤的有限元模型,在验证模型合理准确的基础上,对比分析等肢截面、不等肢截面、轴压比及钢管厚度等参数对抗震性能的影响;基于W-LCFST柱的参数化分析结果和破坏现象,提出柱截面屈服、峰值和极限状态弯矩-曲率的简化计算方法。结果等肢W-LCFST柱截面高宽比从4.0增至5.0时,初始刚度和正向峰值承载力分别提高了16.9%和35.0%;X向截面高宽比从4.0增至5.0时,初始刚度和正向峰值承载力分别提高了15.3%和31.8%;Y向截面高宽比从4.0增至5.0时,初始刚度提高了9.4%,正向峰值承载力提高了18.0%;轴压比从0.2增至0.6时,正向峰值承载力和延性分别降低了13.8%和6.8%;钢板厚度从6 mm增至10 mm后,峰值承载力和延性分别提升了25.7%和4.9%。结论有限元模拟、试验和理论计算的结果吻合度较好,误差在10%以内,验证了弯矩-曲率计算方法的准确性;等肢截面高宽比增加,增大X向肢长和增加钢管厚度使柱的承载力、初始刚度和延性有明显提高。 展开更多
关键词 宽肢钢管混凝土组合柱 抗震性能 有限元模拟 弯矩-曲率关系
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钢管混凝土混合柱抗震性能试验研究 被引量:1
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作者 袁辉辉 程军 +3 位作者 吴庆雄 杜雨鸿 陈宝春 吴祎贤 《工程力学》 北大核心 2025年第3期167-180,共14页
钢管混凝土(CFST)混合柱是在柱底一定高度内采用钢筋混凝土(RC)腹板、其余节段采用空钢管缀杆连接CFST柱肢的一种新型组合结构。为研究CFST混合柱的抗震性能,以RC腹板高度系数(腹板高度与柱高的比值)和柱肢纵向间距为参数,进行了6个CFS... 钢管混凝土(CFST)混合柱是在柱底一定高度内采用钢筋混凝土(RC)腹板、其余节段采用空钢管缀杆连接CFST柱肢的一种新型组合结构。为研究CFST混合柱的抗震性能,以RC腹板高度系数(腹板高度与柱高的比值)和柱肢纵向间距为参数,进行了6个CFST混合柱试件的拟静力试验。研究结果表明:水平低周反复荷载作用下,CFST混合柱的抗震性能良好,荷载-位移滞回曲线呈饱满梭形,主要破坏形式表现为格构段的剪切型破坏、柱肢塑性铰区域钢管的局部鼓曲变形以及RC腹板顶部刚度过渡段混凝土开裂、剥落;当RC腹板高度系数从0.0变化到0.3时,CFST混合柱的塑性铰区域由柱底截面上移至RC腹板顶部,试件弹性刚度和水平峰值荷载分别增大了约53%和31%,极限位移延性系数略微提高了约5%;而当RC腹板高度系数从0.3变化至0.7时,CFST混合柱的塑性铰区域均出现在RC腹板顶部,试件弹性刚度和水平峰值荷载显著增大,分别增加了约172%和98%,相同位移下的累积滞回耗能也明显增加,但极限位移延性系数减少了约16%;当柱肢纵向间距从650 mm减小至250 mm,柱肢塑性铰区域由RC腹板顶部转移至柱底截面,且结构的破坏形态逐渐转变为整体失稳破坏,弹性刚度和水平峰值荷载分别减小了约67%和47%。根据结构受力特点,提出了CFST混合柱水平承载力计算方法,得到的计算值与试验值吻合较好。 展开更多
关键词 钢管混凝土混合柱 拟静力试验 腹板高度系数 柱肢纵向间距 抗震性能 水平承载力
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太阳辐射下钢管混凝土拱桥拱肋温度效应
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作者 李子奇 吕翔峰 +2 位作者 王力 路韡 顾皓玮 《公路交通科技》 北大核心 2025年第9期120-129,共10页
【目标】为了研究钢管混凝土拱桥在太阳辐射作用下拱肋截面温度分布规律,明晰日照辐射引起的钢管混凝土拱肋脱空效应,以甘肃省兰州市某下承式钢管混凝土系杆拱桥为工程背景,开展钢管混凝土拱肋典型截面温度现场实测,研究钢管混凝土拱肋... 【目标】为了研究钢管混凝土拱桥在太阳辐射作用下拱肋截面温度分布规律,明晰日照辐射引起的钢管混凝土拱肋脱空效应,以甘肃省兰州市某下承式钢管混凝土系杆拱桥为工程背景,开展钢管混凝土拱肋典型截面温度现场实测,研究钢管混凝土拱肋温度场分布特征及其温度梯度曲线。【方法】采用ANSYS有限元软件模拟拱肋截面的温度场,计算界面脱空高度;考虑地理纬度和拱肋外表面太阳辐射吸收系数等因素,分析拱肋截面的温度场、脱空高度和竖向温度梯度曲线,并结合现行规范对温度梯度曲线进行对比分析。【结果】拱肋截面温度由表及里呈明显的温度滞后现象;拱肋在低纬度地区更易出现由高温导致的脱空问题;使用红色涂料涂装时,钢管混凝土拱肋表面在日照作用下的最高温和最大脱空高度比使用深灰色涂装分别降低14.7%和23.9%,涂装浅色涂料对防止或减轻钢管混凝土拱肋脱空病害具有显著作用,建议大温差地区钢管混凝土拱肋采用浅色涂料进行涂装。【结论】通过拱肋现场实测温度分析表明,现行规范中对竖向温度梯度曲线中的关键参数取值较实测均偏小,不利于指导大温差地区钢管混凝土桥梁结构设计。本研究为不同纬度地区和不同颜色涂装的温度梯度曲线计算提供了有效参考。 展开更多
关键词 桥梁工程 温度效应 温度场 钢管混凝土 脱空
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