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Static behavior of semi-rigid thin-walled steel-concrete composite beam-to-column joints with bolted partial-depth flush end plate:experimental study
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作者 郜京峰 张耀春 +2 位作者 王海明 姚淇誉 金路 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2011年第5期91-102,共12页
A new type of semi-rigid thin-walled steel-concrete composite beam-to-column joint has been proposed in this paper.Five semi-rigid composite beam-to-column joint specimens subjected to hogging moments under monotonic ... A new type of semi-rigid thin-walled steel-concrete composite beam-to-column joint has been proposed in this paper.Five semi-rigid composite beam-to-column joint specimens subjected to hogging moments under monotonic loading were tested to study the static behavior of this new type of joint.The main variable parameters for the five joint specimens were the longitudinal reinforcement ratio and the joint type.The experimental results designated that the magnitude of extension of the longitudinal reinforcement is the most important factor that influenced the moment-rotation characteristic of the new type of joint.The concrete slabs could resist 3.8%-19.1% of the total shear load applied to the cross-sections near the beam-to-column connection.The edge stiffened elements,such as the flange of the lipped I-section thin-walled steel beam,were capable of having considerable inelastic deformation capacity although they had comparatively large width-to-thickness ratios.The shear failure of the concrete cantilever edge strip must be taken into account in practical design because it has significant influence on the anchorage of the longitudinal reinforcement in the new type of external joints. 展开更多
关键词 SEMI-RIGID thin-walled steel-concrete composite structures beam-to-column joints static behavior experimental study
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Insight into the effect of Ti substitutions on the static oxidation behavior of (Hf,Ti)C at 2500℃ 被引量:2
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作者 Shiyan Chen Zhaoke Chen +6 位作者 Jinming Wang Yi Zeng Weilong Song Xiang Xiong Xingchao Li Tongqi Li Yichen Wang 《Advanced Powder Materials》 2024年第2期36-46,共11页
Hf-based carbides are highly desirable candidate materials for oxidizing environments above 2000℃.However,the static oxidation behavior at their potential service temperatures remains unclear.To fill this gap,the sta... Hf-based carbides are highly desirable candidate materials for oxidizing environments above 2000℃.However,the static oxidation behavior at their potential service temperatures remains unclear.To fill this gap,the static oxidation behavior of(Hf,Ti)C and the effect of Ti substitutions were investigated in air at 2500℃ under an oxygen partial pressure of 4.2 kPa.After oxidation for 2000 s,the thickness of the oxide layer on the surface of(Hf,Ti)C bulk ceramic is reduced by 62.29%compared with that on the HfC monocarbide surface.The dramatic improvement in oxidation resistance is attributed to the unique oxide layer structure consisting of various crystalline oxycarbides,HfO_(2),and carbon.The Ti-rich oxycarbide((Ti,Hf)C_(x)O_(y))dispersed within HfO_(2) formed the major structure of the oxide layer.A coherent boundary with lattice distortion existed at the HfO2/(Ti,Hf)C_(x)O_(y) interface along the(111)crystal plane direction,which served as an effective oxygen diffusion barrier.The Hfrich oxycarbide((Hf,Ti)CxOy)together with(Ti,Hf)C_(x)O_(y),HfO_(2),and precipitated carbon constituted a dense transition layer,ensuring favorable bonding between the oxide layer and the matrix.The Ti content affects the oxidation resistance of(Hf,Ti)C by determining the oxide layer's phase distribution and integrity. 展开更多
关键词 Ultra-high temperature ceramics(UHTCs) (Hf Ti)C static oxidation behavior Hf-based carbides Oxidation mechanism
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Microstructure and Quasi-Static Mechanical Behavior of Cryoforged AA2519 Alloy 被引量:1
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作者 Amin Azimi Gbadebo Moses Owolabi +2 位作者 Hamid Fallahdoost Nikhil Kumar Horace Whitworth 《Materials Sciences and Applications》 2019年第2期137-149,共13页
In this study, AA2519 alloy was initially processed by multi axial forging (MAF) at room and cryogenic temperatures. Subsequently, the microstructure and the mechanical behavior of the processed samples under quasi-st... In this study, AA2519 alloy was initially processed by multi axial forging (MAF) at room and cryogenic temperatures. Subsequently, the microstructure and the mechanical behavior of the processed samples under quasi-static loading were investigated to determine the influence of cryogenic forging on alloys’ subgrains dimensions, grain boundaries interactions, strength, ductility and toughness. In addition, the failure mechanisms at the tensile rupture surfaces were characterized using scanning electron micro-scope (SEM). The results show significant improvements in the strength, ductility and toughness of the alloy as a result of the cryogenic MAF process. The formation of nanoscale crystallite microstructure, heavily deformed grains with high density of grain boundaries and second phase breakage to finer particles were characterized as the main reasons for the increase in the mechanical properties of the cryogenic forged samples. The cryogenic processing of the alloy resulted in the formation of an ultrafine grained material with tensile strength and toughness that are ~41% and ~80% higher respectively after 2 cycles MAF when compared with the materials processed at ambient temperature. The fractography analysis on the tested materials shows a substantial ductility improvement in the cryoforged (CF) samples when compared to the room temperature forged (RTF) samples which is in alignment with their stress-strain profiles. However, extended forging at higher cycles than 2 cycles led only to increase in strength at the expense of ductility for both the CF and RTF samples. 展开更多
关键词 AA2519 Aluminum ALLOY CRYOGENIC FORGING QUASI-static Mechanical behavior MICROSTRUCTURE Investigation FRACTOGRAPHY Analysis
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Failure behavior of highly stressed rocks under quasi-static and intensive unloading conditions 被引量:3
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作者 Jie Li Pengxian Fan Mingyang Wang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2013年第4期287-293,共7页
Unloading failure of rocks,especially highly stressed rocks,is one of the key issues in construction of underground structures.Based on this,analytical models for rocks under quasi-static and intensive unloading condi... Unloading failure of rocks,especially highly stressed rocks,is one of the key issues in construction of underground structures.Based on this,analytical models for rocks under quasi-static and intensive unloading conditions are established to study the failure behavior of highly stressed rocks.In case of rock failure under quasi-static unloading,the rock mass ahead of working face is regarded as an elasto-brittle material,and the stress-displacement curves are used to characterize the tensile fracture of peak-stress area.It is observed that,when intensive unloading happens,there is an elastic unloading wave(perturbation wave) propagating in the rock mass.If the initial stress exceeds the critical stress,there will be a fracture wave,following the elastic unloading wave.To study the propagation feature of fracture wave,the conservation laws of mass,momentum and energy are employed.Results show that the post-peak deformation,strength and energy dissipation are essential to the failure process of highly stressed rocks. 展开更多
关键词 Deep rock mass Unloading failure behavior Quasi-static unloading Intensive unloading
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Static and Dynamic Precipitation Behavior of the Al-20wt.% Zn Alloy
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作者 刘崇宇 江鸿杰 +4 位作者 王春霞 亓海全 李义兵 马明臻 刘日平 《Chinese Physics Letters》 SCIE CAS CSCD 2016年第5期63-66,共4页
The static and dynamic precipitation behavior of solution-treated binary Al-20 wt.% Zn alloy is investigated via artificial aging, cold rolling and artificial aging combined with cold rolling. The solution-treated Al-... The static and dynamic precipitation behavior of solution-treated binary Al-20 wt.% Zn alloy is investigated via artificial aging, cold rolling and artificial aging combined with cold rolling. The solution-treated Al-Zn alloy exhibits high thermal stability during aging, and low densities of nano-sized Zn particles are precipitated along with AI grain boundaries after aging at 200℃ for 13 h. Compared with static precipitation, dynamic precipitation occurs more easily in the Al-Zn alloy. Zn clusters are obtained after cold rolling at an equivalent plastic strain of 0.6, and the size of the Zn phase reaches hundreds of nanometers when the strain is increased to 12.1. The results show that the speed of static precipitation can be significantly enhanced after the application of 2.9 rolling strain. Grain refinement and defects induced by cold rolling are considered to promote Zn precipitation. The hardness of Al-Zn alloy is also affected by static and dynamic precipitations. 展开更多
关键词 Zn Alloy in on AS AL static and Dynamic Precipitation behavior of the Al-20wt of
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Subcritical Crack-Growth and Lifetime Behavior of Glass and SiC under Static Load
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作者 Yiwang BAO, Qisheng FAN and Shengbiao SU China Building Materials Academy, Beijing 100024, China 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2001年第6期620-624,共5页
Crack initiation and subcritical crack growth in glass sheet and SIC bar specimen under static loading were investigated to study the failure process. It has been demonstrated that the lifetime ... Crack initiation and subcritical crack growth in glass sheet and SIC bar specimen under static loading were investigated to study the failure process. It has been demonstrated that the lifetime process of brittle materials involves three possible forms of crack growth: subcritical crack growth, partly subcritical crack growth and instantaneous fracture without subcritical crack growth. Curves of ν-K obtained in step-by-step static fatigue tests and in constant loading rate tests showed different trends for borosilicate glass sheet. α-SiC that is generally considered immune to mechanical fatigue effect and environmental attack was also tested under static loading and the lifetime was measured. The results showed that the threshold load to damage effect was over 80% of the initial strength for the SiC. 展开更多
关键词 TIME SIC Subcritical Crack-Growth and Lifetime behavior of Glass and SiC under static Load
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Quasi-Static and Dynanmic Deformation Behaviors of Medium-Carbon Steels in a Wide Temperature Range
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作者 Byoungchul Hwang 《Materials Sciences and Applications》 2011年第6期572-577,共6页
This paper presents a study of the quasistatic and dynamic deformation behaviors of conventional and microalloyed medium-carbon steels in a wide temperature range. As strain rate increased, the flow stress increased a... This paper presents a study of the quasistatic and dynamic deformation behaviors of conventional and microalloyed medium-carbon steels in a wide temperature range. As strain rate increased, the flow stress increased at room temperature, but occasionally did not at elevated temperatures. The flow stress of the microalloyed steel containing precipitates was less sensitive to strain rate at room temperature than that of the conventional steel due to a relatively larger activation length. Microstructural observation of the steels deformed after compression test indicated that inhomogeneous deformation became more serious with increasing strain rate and temperature without fracturing in the highly localized region. 展开更多
关键词 QUASI-static Dynamic Deformation behavior MEDIUM-CARBON Steel PRECIPITATE
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Static and Dynamic Study of a Wind Turbine Blade with Horizontal Axis
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作者 H. Hamdi C. Mrad +1 位作者 R. Nasri A. Hamdi 《Journal of Environmental Science and Engineering》 2011年第9期1167-1174,共8页
In this work the authors present a calculation process of the blades for wind turbine with horizontal axis. It is about a blade discretized by the finite element method (FEM) in order to determine the gyroscopic eff... In this work the authors present a calculation process of the blades for wind turbine with horizontal axis. It is about a blade discretized by the finite element method (FEM) in order to determine the gyroscopic effect during its rotation at a high speed. A blade must have the maximum output and resist to aerodynamic loads distributed over its length, which are related to its geometrical characteristics and the speed of the wind. For that, the authors wrote the relations whom determine these loads according to the flow speed of the wind, then, the authors integrated them in the laws of structure mechanics to obtain the motion equations of the blade. This process was applied to a twisted blade with a length of 1.9 m, built out of pressed aluminum sheet with a profile of the type NACA; this profile gives the best aerodynamic output. This blade is an element of a three-bladed propeller for wind turbine of maximum power 5 kW. Finally, we visualized its deformations and then the authors checked its holding in service. 展开更多
关键词 Wind turbine aerodynamic load static and dynamic behavior gyroscopic effect.
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大跨度槽形钢箱梁-混凝土桥面板组合梁斜拉桥整体受力特性与截面刚度分配 被引量:1
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作者 李晓斌 宋汶灵 +4 位作者 谢明志 张勇 杨灯 包杰 曾甲华 《铁道建筑》 北大核心 2025年第1期7-13,共7页
泉州湾跨海大桥主桥全联主梁采用槽形钢箱梁-混凝土桥面板组合结构,在高速铁路大跨度跨海斜拉桥中系首次采用。为探明槽形钢箱梁-混凝土桥面板组合主梁沿纵桥向的静力受力特点,建立主桥结构有限元分析模型,开展主桥在不同荷载组合作用... 泉州湾跨海大桥主桥全联主梁采用槽形钢箱梁-混凝土桥面板组合结构,在高速铁路大跨度跨海斜拉桥中系首次采用。为探明槽形钢箱梁-混凝土桥面板组合主梁沿纵桥向的静力受力特点,建立主桥结构有限元分析模型,开展主桥在不同荷载组合作用下的静力响应分析,揭示刚度分配和一期压重对主梁受力的影响规律。结果表明:在不同荷载组合作用下,截面应力峰值均出现在主墩及辅助墩处;主墩处主梁截面承受的轴向压力及负弯矩最大,辅助墩处主梁截面承受的竖向剪力最大,负弯矩较大,该处钢箱梁截面的正应力水平最高,尤其是钢箱梁顶缘的正应力水平远高于主墩处。综合分析主梁截面刚度及其分布情况、内力和应力分布情况,以及一期压重混凝土板对主梁受力的影响,辅助墩处主梁截面为最不利受力位置,其受力状态更加需要关注。与普通组合梁相比,槽形钢箱梁-混凝土桥面板组合梁的构件在工厂预制,可以在海湾深水区装配化实现快速建造,在工程经济性、抗风性能、海湾深水施工条件、高速列车行车性能适应性等方面具有显著优势,应用前景广泛。 展开更多
关键词 槽形钢-混组合梁 斜拉桥 有限元法 静力行为 刚度分配
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Comparative Study by Simulation of Interlocking and Ordinary Building Blocks under Static Loads
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作者 Joseph Bikoun Mousi Edmond Adjovi 《Engineering(科研)》 2020年第6期356-381,共26页
In order to recommend the use of the masonry of chipboards with eviscerated bed joints and hollow vertical joints, we did a comparative study using simulation of the behavior of walls with traditional blocs and those ... In order to recommend the use of the masonry of chipboards with eviscerated bed joints and hollow vertical joints, we did a comparative study using simulation of the behavior of walls with traditional blocs and those of the new model of blocs. Thus, using Solidworks, we built up walls of 2.40 m length and 1.30m height following strictly the real constraints of elevation. Using finite elements method, the meshing, loading and the observation of the behavior are done through CosmosWorks. We can define a study used by Solidworks and Cosmos Works interface, and introduce parameters of walls;the meshing is then done (here we have volumic elements with three noses);then the big rigidity matrix is defined;the equations are also defined and solved and results are presented in numerical and graphical form. Since that form of results is not easy to analyse, we passed them to MATLAB in order to have usual curves more easily to analyse. The difficulty here is based on the conception of geometry of piece which must have same constraints and dimensions corresponding exactly to the real model. The other difficulty is to define parameters to use for a heterogeneous material like masonry. Once those difficulties are solved, the logical follows fully the steps of finite elements method until the solution in terms of noses repartition constraints, displacements and deformations. Then, we simulated the behavior on vertical static load, vertical static load and horizontal applied load and composed loads (vertical and horizontal) which are real conditions generally known in masonry walls. It has been shown that the new kind of masonry has a better behavior than the traditional one when loaded in its plan;in contrary, the behavior is less when loaded in the perpendicular plan. 展开更多
关键词 Walls Chipboards SIMULATION behavior static Finite Elements
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套筒灌浆缺陷对装配式剪力墙抗震性能的影响 被引量:3
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作者 郑巍 张士前 +2 位作者 马明磊 阴光华 陈少军 《工程科学与技术》 北大核心 2025年第5期52-63,共12页
为研究套筒灌浆缺陷对装配式混凝土剪力墙抗震性能的影响,以灌浆缺陷套筒数量、上侧钢筋灌浆缺陷长度为变化参数,设计7个钢筋套筒灌浆连接的装配式混凝土剪力墙(6个灌浆缺陷试件和1个灌浆饱满对比试件),完成拟静力试验,观察试件受力破... 为研究套筒灌浆缺陷对装配式混凝土剪力墙抗震性能的影响,以灌浆缺陷套筒数量、上侧钢筋灌浆缺陷长度为变化参数,设计7个钢筋套筒灌浆连接的装配式混凝土剪力墙(6个灌浆缺陷试件和1个灌浆饱满对比试件),完成拟静力试验,观察试件受力破坏过程和最终破坏形态,获取荷载-位移滞回曲线,分析试件滞回性能、骨架曲线、承载力、变形、刚度退化、延性和耗能能力等抗震性能指标。结果表明:套筒灌浆缺陷装配式混凝土剪力墙与灌浆饱满试件的破坏形态相似,最终破坏形态表现为边缘构件最外侧竖向钢筋受拉屈服甚至因套筒倾斜而拉断,且墙角套筒外侧混凝土保护层压碎脱落;灌浆缺陷试件的荷载-位移滞回曲线呈弓形或反“S”形;与灌浆饱满试件相比,套筒灌浆缺陷试件的承载力、变形和耗能能力减小,而灌浆缺陷对试件初始刚度影响不明显,但对后期刚度的影响逐渐变大;试件承载力、峰值位移和耗能能力随着灌浆缺陷套筒数量增加而减小,试件刚度随着灌浆缺陷套筒数量和套筒内灌浆缺陷长度增加而减小。 展开更多
关键词 装配式剪力墙 套筒灌浆连接 灌浆缺陷 抗震性能 拟静力试验
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预应力混凝土钢管桁架叠合板力学性能试验研究 被引量:1
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作者 周广强 李书蓉 +1 位作者 张鑫 杨潇 《建筑结构》 北大核心 2025年第4期26-31,共6页
预应力混凝土钢管桁架叠合板改进了传统钢筋桁架叠合板刚度小、预制板较厚、临时支撑密集等不足。为研究预应力混凝土钢管桁架叠合板的力学性能,设计并制作了9个预应力混凝土钢管桁架叠合板试件,包括6个采用搭接钢筋连接方式的试件、3... 预应力混凝土钢管桁架叠合板改进了传统钢筋桁架叠合板刚度小、预制板较厚、临时支撑密集等不足。为研究预应力混凝土钢管桁架叠合板的力学性能,设计并制作了9个预应力混凝土钢管桁架叠合板试件,包括6个采用搭接钢筋连接方式的试件、3个留有外伸钢筋(胡子筋)的对照试件,进行静力加载试验,研究支座锚固形式、搭接钢筋配筋率和叠合层厚度对叠合板力学性能的影响。试验结果表明:当叠合层厚度较小时,端部锚固形式和搭接钢筋配筋率对叠合板的力学性能影响显著;当叠合层厚度达到85mm时,采用搭接锚固的叠合板与采用胡子筋锚固的叠合板力学性能基本一致。建议当锚固方式采用搭接钢筋连接时,叠合层厚度不宜小于85mm。 展开更多
关键词 预应力混凝土钢管桁架叠合板 钢筋锚固 静载试验 力学性能
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GFRP筋混凝土梁柱节点抗震性能研究 被引量:1
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作者 孙丽 郑赫展 +2 位作者 王超 沙鑫 杨泽宇 《沈阳建筑大学学报(自然科学版)》 北大核心 2025年第5期656-666,共11页
为解决因钢筋锈蚀导致的结构性能退化问题,可将耐腐蚀的GFRP筋替代钢筋应用于滨海与海岛工程中。梁柱节点作为框架结构的关键部位,其抗震性能直接决定了框架结构整体的抗震表现,因此有必要对GFRP筋混凝土梁柱节点在不同配筋率下的抗震... 为解决因钢筋锈蚀导致的结构性能退化问题,可将耐腐蚀的GFRP筋替代钢筋应用于滨海与海岛工程中。梁柱节点作为框架结构的关键部位,其抗震性能直接决定了框架结构整体的抗震表现,因此有必要对GFRP筋混凝土梁柱节点在不同配筋率下的抗震性能展开研究。笔者对4个梁柱节点进行了拟静力试验,其中包括梁内纵筋配筋率分别为0.86%、1.17%和1.52%的GFRP筋混凝土梁柱节点和配筋率为0.86%的钢筋混凝土梁柱节点,比较了GFRP筋混凝土梁柱节点与钢筋混凝土梁柱节点的变形和破坏过程,分析了配筋率和配筋种类对梁柱节点承载力、耗能能力、刚度和残余变形的影响规律。研究表明,随着配筋率的提高,GFRP筋混凝土梁柱节点的承载能力、耗能能力和残余变形逐渐提升,刚度退化速率逐渐降低;GFRP筋混凝土梁柱节点在承载力增长速率与耗能能力等方面弱于钢筋混凝土梁柱节点,但仍能满足抗震需求。GFRP筋可以有效替代钢筋应用于海洋工程中,提高配筋率可以提升GFRP筋混凝土梁柱节点的抗震性能。 展开更多
关键词 GFRP筋混凝土 梁柱节点 拟静力试验 配筋率 抗震性能
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钢管混凝土拱-柱-拉梁节点静力性能研究
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作者 李重阳 黄乐华 +4 位作者 胡智文 周越洲 苏相岗 左志亮 陈庆军 《钢结构(中英文)》 2025年第10期10-21,共12页
为了研究拱-拉杆类节点的合理构造和受力性能,以深圳博物馆结构节点为对象,提出了一种新型的钢管混凝土圆拱梁-斜柱-拉梁节点构造形式,并对该节点的1∶3缩尺模型进行静力加载试验和有限元数值模拟,验证其可靠性,其中包括设置和取消预应... 为了研究拱-拉杆类节点的合理构造和受力性能,以深圳博物馆结构节点为对象,提出了一种新型的钢管混凝土圆拱梁-斜柱-拉梁节点构造形式,并对该节点的1∶3缩尺模型进行静力加载试验和有限元数值模拟,验证其可靠性,其中包括设置和取消预应力螺杆两个加载工况。试验研究结果表明:节点应力最大的区域位于拉梁与圆拱梁交界区域,其中不设预应力螺杆时拉梁达到屈服的区域更大;达到设计荷载时,节点基本保持弹性,满足设计需求;在设与不设预应力螺杆工况下,在达到1.66倍设计荷载时均有局部钢部件达到屈服应变,但未见明显破坏现象,安全储备大;设置预应力高强螺杆时可以减小拉梁的轴向伸长量48%。有限元计算结果表明:圆拱梁与拉梁交界处受力复杂、应力大,是控制承载力的关键部位;当拉梁腹板、圆拱梁钢管达到大面积屈服时节点达到最大承载力,不设预应力螺杆使得屈服时相对竖向位移增加6.4%、刚度降低12.4%;达到承载力峰值时,节点域内钢板和混凝土均保持弹性,能够保证荷载传递的可靠性。 展开更多
关键词 钢管混凝土 拱-柱-拉梁节点 试验研究 数值模拟 静力性能
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装配整体式混凝土框架U型梁-柱中节点抗震性能研究
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作者 江胜学 徐军林 +2 位作者 汤明生 阮子兴 谷倩 《建筑科学与工程学报》 北大核心 2025年第6期22-34,共13页
为解决底筋锚入式连接节点核心区钢筋堵塞问题,提出一种装配整体式混凝土框架U型梁-柱节点,其U型梁的梁底纵向钢筋和腰筋不伸出梁端,分别与U型梁空腔内设置的附加连接钢筋和附加腰筋通过无接触间接搭接,代替梁底纵向钢筋和腰筋直接伸入... 为解决底筋锚入式连接节点核心区钢筋堵塞问题,提出一种装配整体式混凝土框架U型梁-柱节点,其U型梁的梁底纵向钢筋和腰筋不伸出梁端,分别与U型梁空腔内设置的附加连接钢筋和附加腰筋通过无接触间接搭接,代替梁底纵向钢筋和腰筋直接伸入节点核心区,实现荷载传递。为研究该新型节点的抗震性能,对2个足尺梁柱中节点试件进行拟静力试验,包括1个新型节点试件和1个现浇对比节点试件。同时,基于有限元软件ABAQUS建立了新型节点的精细化模型,通过与试验结果进行对比,验证模型的有效性。结果表明:所有试件均为“梁铰”机制破坏,新型节点试件表现出不弱于现浇对比节点试件的抗震性能;无接触间接搭接传力可行,现浇对比节点试件梁下部应力由梁底纵向钢筋承担,而新型节点试件转为附加连接钢筋承担;在保证钢筋与混凝土黏结性能的前提下,改变附加连接钢筋无接触间接搭接长度和后浇混凝土强度等级对新型节点承载能力无明显影响,提高附加连接钢筋直径可有效提高新型节点承载能力。 展开更多
关键词 U型梁-柱节点 无接触间接搭接 抗震性能 拟静力试验 数值模拟
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冷弯型钢剪切耗能框架-K形支撑结构抗震性能研究 被引量:3
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作者 向弋 李洪龙 +1 位作者 石宇 柯珂 《工程力学》 北大核心 2025年第2期173-189,共17页
为提升冷弯型钢结构抗震性能,推动多层冷弯型钢结构的发展,该文提出了冷弯型钢剪切耗能框架-K形支撑结构体系。共设计2个足尺单层单跨框架试件进行拟静力试验研究,通过变化耗能板宽厚比,得到试件的抗震性能指标并进行评估。同时,为了考... 为提升冷弯型钢结构抗震性能,推动多层冷弯型钢结构的发展,该文提出了冷弯型钢剪切耗能框架-K形支撑结构体系。共设计2个足尺单层单跨框架试件进行拟静力试验研究,通过变化耗能板宽厚比,得到试件的抗震性能指标并进行评估。同时,为了考察蒙皮效应的影响,在ABAQUS中对上述2个试件双面覆12 mm厚石膏板并对其滞回性能进行研究。此外,还建立多层冷弯型钢剪切耗能框架-K形支撑结构体系模型并对其进行弹塑性动力时程分析。试验及有限元分析结果表明:该结构滞回曲线饱满,在层间位移角达到2%以前,损伤主要集中在耗能板上,并依靠耗能板的滞回塑性变形耗能。双面覆石膏板之后,结构的极限承载力及抗侧刚度有所提高,但是不会影响结构的破坏模式。与冷弯型钢-钢板剪力墙结构相比,该文提出的新型结构在地震作用下各层层间位移角均明显减小,在8度罕遇地震作用下,结构横、纵向层间位移角减小幅度分别为43.29%和46.25%。 展开更多
关键词 冷弯型钢结构 耗能区段 支撑 拟静力试验 抗震性能
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外包钢板加固震损钢绞线-钢筋混凝土剪力墙抗震性能试验研究 被引量:1
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作者 袁维光 赵军 孙玉平 《建筑结构》 北大核心 2025年第1期73-78,共6页
基于震后建筑结构快速修复并投入使用的需求,提出了外包钢板加固震损钢绞线-钢筋混凝土剪力墙的方法。设计并制作了2个足尺的钢绞线-钢筋混凝土剪力墙,先通过拟静力试验模拟了其在罕遇地震作用下的预损伤,在此预震损的基础上,采用外包... 基于震后建筑结构快速修复并投入使用的需求,提出了外包钢板加固震损钢绞线-钢筋混凝土剪力墙的方法。设计并制作了2个足尺的钢绞线-钢筋混凝土剪力墙,先通过拟静力试验模拟了其在罕遇地震作用下的预损伤,在此预震损的基础上,采用外包钢板对钢绞线-钢筋混凝土剪力墙进行加固,然后再次进行低周往复加载试验,研究其抗震性能和可恢复性能。试验结果表明:修复加固后试件的水平荷载仍能随其侧向变形的增大而持续增加,表现出较好的正刚性,在大震作用下采用外包钢板修复加固后剪力墙的承载能力和变形能力分别提高约3%和15%,轴压比较高时外包钢板加固效果更好;在位移角达到2%前,修复加固后的试件与原试件的残余变形曲线基本重合,且残余变形小于0.5%,具有良好的自复位能力。 展开更多
关键词 钢绞线-钢筋混凝土剪力墙 外包钢板 拟静力试验 抗震性能 残余变形
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锈蚀L形钢筋混凝土剪力墙抗震性能试验研究 被引量:1
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作者 阮升 郑山锁 +2 位作者 张欣 李浩冲 罗雨欣 《振动工程学报》 北大核心 2025年第8期1878-1888,共11页
为研究不同钢筋锈蚀程度与轴压比对锈蚀L形钢筋混凝土(RC)剪力墙抗震性能的影响规律,采用干湿循环-外加电流加速锈蚀方法,对5榀剪跨比为2.5的L形RC剪力墙试件进行加速锈蚀试验,随后进行拟静力加载。试验结果表明:随着锈蚀程度的增大,试... 为研究不同钢筋锈蚀程度与轴压比对锈蚀L形钢筋混凝土(RC)剪力墙抗震性能的影响规律,采用干湿循环-外加电流加速锈蚀方法,对5榀剪跨比为2.5的L形RC剪力墙试件进行加速锈蚀试验,随后进行拟静力加载。试验结果表明:随着锈蚀程度的增大,试件承载力逐渐降低,正向(翼缘受拉)承载力降幅大于负向(翼缘受压),试件变形能力、耗能能力发生不同程度的劣化,刚度退化不断加剧,正向峰值点剪切变形占比增大;当锈蚀程度相同时,随着轴压比的增大,锈蚀试件正向破坏向小偏心受压破坏发展,正向承载力先增大后减小,负向承载力逐渐增大,且负向承载力增幅更大,试件变形能力逐渐减小,正向变形能力减小幅度更大,试件耗能能力、剪切变形及其占比均逐渐减小。 展开更多
关键词 钢筋混凝土剪力墙 拟静力试验 抗震性能 钢筋锈蚀 干湿循环
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内嵌ALC墙板-钢框架体系的滞回及抗裂性能研究 被引量:1
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作者 钟宜宏 陈杰 +3 位作者 鲁军凯 孙伟 刘发起 许航 《建筑钢结构进展》 北大核心 2025年第5期40-47,共8页
ALC墙板已成为装配式建筑结构中一种常用的墙体形式,但在正常使用中经常出现墙体开裂,对建筑的美观和耐久性产生了不利影响。为研究内嵌ALC墙板抗裂性能及其对钢框架受力性能的影响,本文设计两榀足尺单层单跨刚接钢框架-内嵌ALC墙板试... ALC墙板已成为装配式建筑结构中一种常用的墙体形式,但在正常使用中经常出现墙体开裂,对建筑的美观和耐久性产生了不利影响。为研究内嵌ALC墙板抗裂性能及其对钢框架受力性能的影响,本文设计两榀足尺单层单跨刚接钢框架-内嵌ALC墙板试件并进行拟静力试验,墙体与钢框架分别使用内置锚连接和管卡连接两种方式,同时变化不同墙体饰面做法,经过实测得到试件的滞回曲线、骨架曲线、刚度退化曲线并观察试验现象。试验结果表明,两个试件的滞回曲线都是比较饱满的滞回环,内置锚试件的承载力略高于管卡试件的承载力,两种试件都具有良好的协同工作能力。综合考虑承载力和刚度,内置锚试件的抗侧性能优于管卡试件。采用改性双组分MS胶作为ALC墙板和钢框架连接材料,比采用聚氨酯发泡作为连接材料墙体开裂更晚,说明MS胶具有良好的变形能力,有助于提高墙体的抗裂性能。 展开更多
关键词 钢框架-ALC墙板体系 刚接钢框架 拟静力试验 滞回性能 抗裂性能
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箱式路基差异沉降对无砟轨道静力行为影响 被引量:1
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作者 余雷 陈文东 +1 位作者 王亚威 王祥 《高速铁路技术》 2025年第1期1-7,共7页
箱式路基是由钢筋混凝土空心箱体作为路基主体的新型路基结构。针对箱式路基结构上无砟轨道对箱式路基差异沉降的静力行为响应问题,以衢丽铁路的无砟轨道-箱式路基结构为依托,通过数值模拟建立了无砟轨道-箱式路基三维有限元模型,分析了... 箱式路基是由钢筋混凝土空心箱体作为路基主体的新型路基结构。针对箱式路基结构上无砟轨道对箱式路基差异沉降的静力行为响应问题,以衢丽铁路的无砟轨道-箱式路基结构为依托,通过数值模拟建立了无砟轨道-箱式路基三维有限元模型,分析了4种箱式路基沉降类型(错台、折角、对折和横向错位)下轨道结构竖向位移、10 m弦长轨道高低不平顺值和扣件竖向力的变化规律,提出了以扣件竖向力和10 m弦长轨道高低不平顺的限值为依据的无砟轨道下箱式路基的沉降限值控制标准。研究结果表明:(1)箱式路基发生错台型和横向错位型沉降时,沉降变形区呈现轨道结构层间离缝现象,而折角型和对折型沉降时沉降变形区内轨道结构各层间未出现明显层间离缝现象;(2)基于扣件力限制的无砟轨道下箱式路基发生错台、折角、对折、横向错位沉降的限值分别为2.5 mm、39.0 mm、27.6 mm和2.6 mm;(3)基于10 m弦长轨道不平顺限制的4种沉降限值分别为5.2 mm、17.5 mm、8.9 mm和6.5 mm。 展开更多
关键词 箱式路基结构 无砟轨道 差异沉降 有限元法 静力行为
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