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柱壁加强型CFST框架异形柱节点抗震试验及构造优化研究
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作者 陈安英 袁礼正 +2 位作者 王波 完海鹰 王兆峰 《合肥工业大学学报(自然科学版)》 北大核心 2026年第1期102-110,118,共10页
为研究柱壁加强型钢管混凝土(concrete-filled steel tube,CFST)框架异形柱节点的抗震性能,文章通过改变柱壁加强区厚度与高度设计3个试验试件,并对其进行低周反复加载。结果表明:各试件主要发生钢梁翼缘的塑性铰破坏,滞回曲线整体为饱... 为研究柱壁加强型钢管混凝土(concrete-filled steel tube,CFST)框架异形柱节点的抗震性能,文章通过改变柱壁加强区厚度与高度设计3个试验试件,并对其进行低周反复加载。结果表明:各试件主要发生钢梁翼缘的塑性铰破坏,滞回曲线整体为饱满梭形,各试件承载力较好,节点具备良好的抗震性能;利用ABAQUS有限元软件建立3个试验试件的有限元模型,对比试验与有限元模拟的破坏模式、曲线以及应变分布规律,验证了有限元模拟方法的可靠性,并通过分析进一步明确了节点的抗震性能。试验过程中也出现了钢牛腿与钢梁翼缘的对接焊缝撕裂较早,影响节点耗能能力与延性的充分发挥,基于已验证的有限元模拟方法,研究减小钢牛腿壁板厚度与“狗骨式”构造对于节点抗震性能以及减小焊缝位置断裂风险的影响,结果表明这2种构造可以有效降低焊缝位置的断裂风险,基于设计要求,建议钢牛腿斜坡坡度不小于1∶6.25,钢梁翼缘削弱比例不大于0.267。 展开更多
关键词 钢管混凝土(cfst) 异形柱节点 低周反复加载 有限元分析 构造优化 断裂指数
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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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大跨CFST拱桥考虑成拱过程的地震响应分析方法
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作者 徐粒寒 徐略勤 +1 位作者 周建庭 袁茂均 《哈尔滨工业大学学报》 北大核心 2026年第2期31-43,共13页
为探究成拱过程对大跨钢管混凝土(concrete filled steel tube,CFST)拱桥地震响应的影响机制,阐释了典型成拱过程与拱肋截面应力累积历程,提出考虑成拱过程的非线性动力接续分析方法,并通过Midas/Civil专业施工分析模块验证分析方法对... 为探究成拱过程对大跨钢管混凝土(concrete filled steel tube,CFST)拱桥地震响应的影响机制,阐释了典型成拱过程与拱肋截面应力累积历程,提出考虑成拱过程的非线性动力接续分析方法,并通过Midas/Civil专业施工分析模块验证分析方法对成桥初始状态的分析精度。从钢管和管内混凝土地震应变响应、主拱地震位移响应等角度对比分析成拱过程的影响规律,基于“中介效应分析”剖析成拱过程对大跨CFST拱桥地震响应的影响机制。建立了考虑成拱过程前后钢管与管内混凝土地震应变响应的映射关系,提出地震响应简化修正分析方法。结果表明:提出的分析方法可达到与Midas/Civil专业施工分析非常接近的精度,钢管峰值应力误差仅为6.8%,管内混凝土应力曲线几乎重合;考虑成拱过程后,钢管和管内混凝土应变不再符合平截面假定,在地震作用下考虑成拱过程与否会导致CFST主拱进入不同的弹塑性状态,其差异随峰值地面加速度(PGA,a_(PG))的增大而增大;在主拱截面塑性发展程度较低时,成桥初始状态差异起决定性影响,而在塑性发展程度较高时,材料塑性发展程度差异成为关键影响因素;所提出的简化修正分析方法精度较高,钢管及管内混凝土峰值应变误差均值分别仅为2.9%和5.5%。 展开更多
关键词 大跨钢管混凝土拱桥 成拱过程 地震响应 非线性时程分析 中介效应分析 简化修正方法
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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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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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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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基于线形差值迭代的CFST拱桥施工索力计算方法 被引量:1
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作者 吴月星 张劲泉 +2 位作者 周建庭 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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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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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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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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有限空间下CFST拱桥格子梁安装方案比选
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作者 黄仁寿 彭传庚 +2 位作者 覃国忠 刘德基 方靖鑫 《西部交通科技》 2025年第12期44-47,70,共5页
文章以钦江大桥改扩建工程为背景,通过构建多维度评价体系,从工艺可行性、施工周期、经济成本、施工空间需求及安全风险等方面,对涉路施工与有限空间环境约束下的钢管混凝土(CFST)拱桥格子梁的四类典型安装方案进行比选。研究表明:钢栈... 文章以钦江大桥改扩建工程为背景,通过构建多维度评价体系,从工艺可行性、施工周期、经济成本、施工空间需求及安全风险等方面,对涉路施工与有限空间环境约束下的钢管混凝土(CFST)拱桥格子梁的四类典型安装方案进行比选。研究表明:钢栈桥+轨道平车纵移+滑车组安装方案经济性指标欠佳;滑车组接力纵移及安装方案存在施工周期延长且安全风险系数较高等缺陷;多重滑车组右幅小横移+旧桥面轨道平车纵移+滑车安装方案虽具备可行性,但工序衔接复杂;相较之下,爬拱吊机格子梁安装方案因环境适应性好、工序集成度高且安全风险可控,综合优势显著。研究成果可为同类桥梁改扩建工程提供技术参考。 展开更多
关键词 有限空间 cfst拱桥 格子梁安装 方案比选
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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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外包UHPC钢管混凝土叠合短柱偏压性能研究
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作者 吴庆雄 许志坤 +1 位作者 袁辉辉 秦志清 《工程力学》 北大核心 2026年第3期233-248,共16页
为研究外包超高性能混凝土(UHPC)钢管混凝土叠合短柱(简称“UC-CFST短柱”)的偏压性能,以外包材料强度和偏心率为主要参数,进行了15个试件的偏压试验,包括CFST短柱、外包普通混凝土CFST叠合短柱(简称“OC-CFST短柱”)和UC-CFST短柱;同时... 为研究外包超高性能混凝土(UHPC)钢管混凝土叠合短柱(简称“UC-CFST短柱”)的偏压性能,以外包材料强度和偏心率为主要参数,进行了15个试件的偏压试验,包括CFST短柱、外包普通混凝土CFST叠合短柱(简称“OC-CFST短柱”)和UC-CFST短柱;同时,采用大型通用有限元分析软件开展了实桥尺寸的UCCFST短柱偏压性能的数值模拟分析。研究表明:以受拉区钢管屈服的同时外包混凝土受压区边缘恰好达到极限压应变的状态为界限破坏,小偏心受压破坏时,OC-CFST短柱受压侧外包混凝土大面积压溃、剥落,而UCCFST短柱的受压侧外包UHPC出现贯穿柱身的纵向裂缝,但仍保持相对完整;大偏心受压破坏时,OC-CFST短柱外包混凝土的主裂缝由受拉侧扩展到受压区,受压侧混凝土被压溃,而UC-CFST短柱外包UHPC的主裂缝仅分布于受拉侧,受压侧并无明显破坏现象;然而,对于CFST短柱,无论是发生小偏心受压破坏还是大偏心受压破坏,其破坏模式均表现为受压侧钢管在中上部位置发生局部屈曲,且该处核心混凝土被压溃。相比OC-CFST短柱,偏心率相同的UC-CFST短柱承载力平均提高了174%,但延性指标平均降低了60%。具有实桥截面尺寸的UC-CFST短柱的偏压承载力随着加载偏心率的增加而下降。基于偏压试验和有限元参数分析结果,提出了考虑偏心率影响的UC-CFST短柱极限承载力计算方法,具有良好的计算精度。 展开更多
关键词 钢管混凝土叠合柱 外包UHPC 短柱 偏心受压试验 有限元分析 极限承载力
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高温后方钢管混凝土节点抗倒塌机理分析和剩余承载力评估
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作者 王景玄 刘凯 王文达 《建筑钢结构进展》 北大核心 2026年第2期10-20,共11页
钢管混凝土结构在服役的全寿命周期内可能遭受火灾、爆炸等极端灾害作用,从而引起局部或大范围的倒塌破坏。节点核心区域作为结构的关键受力部位,在遭遇火灾后会发生不同程度的高温损伤,因此有必要开展高温后该类结构的抗倒塌性能分析... 钢管混凝土结构在服役的全寿命周期内可能遭受火灾、爆炸等极端灾害作用,从而引起局部或大范围的倒塌破坏。节点核心区域作为结构的关键受力部位,在遭遇火灾后会发生不同程度的高温损伤,因此有必要开展高温后该类结构的抗倒塌性能分析。本文以方钢管混凝土柱-H型钢梁外环板式节点作为研究对象,基于顺序热-力耦合方法采用ABAQUS软件中的通用分析模块Standard建立了高温后该类节点倒塌精细化数值模型,对比常温下该类节点的倒塌试验结果,分析了该类节点在经历不同的历史最高环境温度(200℃、400℃、600℃、800℃)并自然冷却后的抗倒塌性能。结果表明,节点核心区环板和钢梁连接部位损伤是诱发该类结构破坏的直接原因,并且随着环境温度升高节点损伤和断裂加剧。此外,高温后节点的荷载-位移曲线发展趋势经历了弯曲阶段、混合阶段、悬链线阶段和破坏阶段,当最高温度等于或超过600℃时,节点承载能力和变形能力大幅下降。最后,分析了该类节点在倒塌过程中抗力机制的演变,并对该类节点在高温后的抗倒塌剩余承载能力进行评估,可为工程设计提供参考。 展开更多
关键词 钢管混凝土 外环板式节点 高温损伤 连续性倒塌 热-力耦合方法 精细化数值模型 剩余承载力
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基于BP神经网络的缺陷CFST短柱承载力预测 被引量:7
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作者 陆征然 赵婉东 郭超 《沈阳建筑大学学报(自然科学版)》 CAS CSCD 北大核心 2021年第4期702-708,共7页
目的基于大量钢管混凝土(Concrete Filled Steel Tube,CFST)短柱承载力试验数据,利用神经网络建立其承载力和破坏模式与构件各特征参数之间的映射关系,以便对复杂参数下的带缺陷CFST柱承载力进行预测。方法通过对国内外文献中试验数据... 目的基于大量钢管混凝土(Concrete Filled Steel Tube,CFST)短柱承载力试验数据,利用神经网络建立其承载力和破坏模式与构件各特征参数之间的映射关系,以便对复杂参数下的带缺陷CFST柱承载力进行预测。方法通过对国内外文献中试验数据的收集整理,选取89组缺陷圆形CFST短柱承载力试验数据,构建并训练一个多层BP神经网络模型,对缺陷圆形CFST短柱承载力进行预测,并将预测值与实际值进行比较。结果利用笔者构建的模型得到的缺陷圆形CFST短柱承载力的预测值与其实际值相比,两者间的绝对相对误差ARE数值在5%之内,并且样本数据回归曲线的误差值r值接近1,验证了网络构建的有效性,以及预测结果的精确性。结论BP神经网络对于预测缺陷圆形CFST短柱承载力是有效、准确的,为研究缺陷圆形CFST短柱的承载力提供了新方法。 展开更多
关键词 BP神经网络 缺陷 圆形cfst 短柱 承载力
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脉冲参数对CFST拱桥地震反应的影响 被引量:3
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作者 李子奇 李亮亮 +1 位作者 王力 王宇翰 《中国安全生产科学技术》 CAS CSCD 北大核心 2022年第9期225-231,共7页
为了研究近断层脉冲型地震作用下速度脉冲参数对大跨度CFST(钢管混凝土)拱桥地震反应的影响,基于有限元方法,以1座铁路CFST拱桥为工程背景,提出以脉冲参数对拱肋及桥墩地震反应非线性分析方法。研究结果表明:对于大跨度CFST拱桥,三向罕... 为了研究近断层脉冲型地震作用下速度脉冲参数对大跨度CFST(钢管混凝土)拱桥地震反应的影响,基于有限元方法,以1座铁路CFST拱桥为工程背景,提出以脉冲参数对拱肋及桥墩地震反应非线性分析方法。研究结果表明:对于大跨度CFST拱桥,三向罕遇地震作用下,拱肋处于弹性状态,桥墩可能屈服,脉冲参数对CFST拱桥地震反应影响显著;同等PGA(峰值加速度)下,脉冲幅值越大,个数越多,脉冲成分对拱肋及墩地震反应贡献率越大,墩的损伤越严重;脉冲周期0~8 s内,中长周期(2~6 s)脉冲成分对拱肋及墩地震反应贡献率和墩的损伤影响较大,脉冲周期4 s时拱桥地震反应最大。 展开更多
关键词 脉冲型地震动 cfst拱桥 脉冲参数 地震反应
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