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In-Situ Test on Fatigue Characteristics of Top-Mounted Dividable Pile-Board Subgrade for High-Speed Railway 被引量:5
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作者 苏谦 白皓 +1 位作者 王迅 蒋浩然 《Journal of Southwest Jiaotong University(English Edition)》 2010年第1期8-12,共5页
To simulate the fatigue characteristics of the pile-board structure under long-term dynamic load, using the in-situ dynamic testing system DTS-1, the forced vibration loading was repeated one million times at differen... To simulate the fatigue characteristics of the pile-board structure under long-term dynamic load, using the in-situ dynamic testing system DTS-1, the forced vibration loading was repeated one million times at different cross-sections of the pile-board structure for high-speed railway. The dynamic deformation, permanent deformation and dynamic stress of main reinforcements were measured. The test results show that the dynamic responses of the pile-board structure almost did not vary with the forced vibration times under the simulated trainload. After one million times of forced vibration, the permanent deformations of the midspan section of intermediate span and midspan section of side span were 0.7 mm and 0. 6 mm, respectively, and there was no accumulative plastic deformation at the bearing section of intermediate span. 展开更多
关键词 High-speed railway Top-mounted dividable pile-board structure In-situ test Forced vibration test fatigue characteristics
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Fatigue Test of Homemade Z Direction Steel Welded T Tubular Joints
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作者 Gao, Renliang Huang, Chengkui Yang, Guoxian 《China Ocean Engineering》 SCIE EI 1993年第2期217-224,共8页
This paper introduces the process and result of fatigue test of steel (Z direction steel) welded T tubular joints used in offshore engineering. Detailed measurement of stress concentration factor, stress distribution,... This paper introduces the process and result of fatigue test of steel (Z direction steel) welded T tubular joints used in offshore engineering. Detailed measurement of stress concentration factor, stress distribution, fatigue life and crack development has been performed. Through analysis, an empirical formula of stress concentration factor for T tubular joints, fatigue S-N curve and crack propagation rule are obtained. 展开更多
关键词 Crack propagation fatigue of materials fatigue testing Ocean engineering Production platforms Stress analysis Stresses Welded steel structures WELDS
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Fatigue behavior of crane beam strengthened with CFRP 被引量:2
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作者 石启印 李爱群 惠卓 《Journal of Southeast University(English Edition)》 EI CAS 2007年第4期561-565,共5页
In order to study the fatigue behavior of the damaged reinforced concrete (RC) beams strengthened by carbon fiber reinforced polymer (CFRP) laminate, three T-shaped beams strengthened by CFRP and one contrasting b... In order to study the fatigue behavior of the damaged reinforced concrete (RC) beams strengthened by carbon fiber reinforced polymer (CFRP) laminate, three T-shaped beams strengthened by CFRP and one contrasting beam are tested under fatigue loading, with the parameters of different modes of strengthening and different fatigue load levels considered. The main results obtained from the tests are: the width of the crack decreases 50. 2% to 66%, and the development of the crack is limited; the stress of steel decreases 24. 1% to 28. 2%, and the stiffness increases 14.9% to 16. 1% after being strengthened. Based on the technical specification for strengthening concrete structures with CFRP and the conclusions from the tests, a calculating scheme of the flexure stiffness is given, which can be used for reference in engineering design. Finally, some suggestions are given for design in fatigue strengthening. 展开更多
关键词 RC crane beam structure strengthening fatigue test carbon fiber reinforced polymer (CFRP)
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Digital Simulation of Full Scale Static Test of Aircraft 被引量:11
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作者 许泽 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2005年第2期138-141,共4页
Full scale aircraft static test is a very important process of aircraft design, it is costly and time consuming. The testing accuracy and validity mainly depend on the rationality of the test scheme design. When the a... Full scale aircraft static test is a very important process of aircraft design, it is costly and time consuming. The testing accuracy and validity mainly depend on the rationality of the test scheme design. When the aircraft is being tested, the specimen's safety mainly depends on monitoring and understanding the testing data by way of evaluating the coherence with the digital simulation data synchyononsly. The test digital simulation can aid realizing above requirements and improving the test efficiency significantly during test scheme design stage or testing stage respectively. The key technologies and the solving methods of test digital simulation are presented and the application example is given. 展开更多
关键词 the mechanics of flight vehicle aircraft structure static test digital simulation full scale
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ESTIMATION OF FATIGUE LIFE UNDER RANDOM LOADING WITH PLASTIC HYSTERESIS ENERGY THEOREM 被引量:1
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作者 Wu Fumin(Northwestern Polytechnical University, Xi’an, China, 710072)ian Dingshuan(Chinese Flitrht Test Establishment, Xi’an, China, 710089) 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 1994年第4期289-294,共6页
Fatigue damage of materials includes static damage and cyclic damage.Static damage is a ratio of the plastic energy in first static loading to the statictoughness, while cyclic damage is the ratio of the cyclic plasti... Fatigue damage of materials includes static damage and cyclic damage.Static damage is a ratio of the plastic energy in first static loading to the statictoughness, while cyclic damage is the ratio of the cyclic plastic hysteresis energy to thefatigue toughness. In the calculation, cyclic hardening (or softening) of a material istaken into account, which results in the increase (or decrease) of the yield stress. Forsimplification, it is assumed that stress and strain in cyclic loading vary in accordancewith the hysteresis loop. Fatigue toughness of a material can be detennined bysymmetric cyclic stress controlled fatigue test. A method, rational and convenient forengineering, is proposed to estimate the fatigue life under random loading based onplastic hysteresis energy theorem. Preliminary verification by test is satisfactory. 展开更多
关键词 plastic deforniation static characteristics fatigue tests fatigue life random loads
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Monte-Carlo Simulation of Surface Crack Growth Rate for Offshore Structural Steel E36-Z35 被引量:1
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作者 Ding, Keqin Liu, Chuntu +1 位作者 Zhao, Junyou Guo, Aiju 《China Ocean Engineering》 SCIE EI 1999年第1期1-10,共10页
The Monte- Carlo method is used to simulate the surface fatigue crack growth rate for offshore structural steel E36-Z35, and to determine the distributions and relevance of the parameters in the Paris equation. By thi... The Monte- Carlo method is used to simulate the surface fatigue crack growth rate for offshore structural steel E36-Z35, and to determine the distributions and relevance of the parameters in the Paris equation. By this method, the time and cost of fatigue crack propagation testing can be reduced. The application of the method is demonstrated by use of four sets of fatigue crack propagation data for offshore structural steel E36-Z35. A comparison of the test data with the theoretical prediction for surface crack growth rate shows the application of the simulation method to the fatigue crack propagation tests is successful. 展开更多
关键词 Monte-Carlo method SIMULATION surface crack crack growth rate offshore structural steel fatigue crack propagation test
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Seawater Corrosion Fatigue of Welded Joints Under Random Variable Amplitude Loading
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作者 Xue, Yinian Xu, Jilin +1 位作者 Li, Yanping Li, He 《China Ocean Engineering》 SCIE EI 1993年第2期139-146,共8页
Offshore platforms are always subjected to wave action which is random variable amplitude cyclic loading. In order to simulate the stressing condition at the 'hot spot' of the tubular joints and the marine env... Offshore platforms are always subjected to wave action which is random variable amplitude cyclic loading. In order to simulate the stressing condition at the 'hot spot' of the tubular joints and the marine environment, random variable amplitude fatigue tests have been carried out on welded plate joints in sea water. The tests have been conducted under the conditions of loading frequency of 0.2 Hz/, stress ratio of -1, seawater temperature of about 20°C and cathodic protection with the potential about -850 mV, SCE. The test results have been compared with the seawater corrosion fatigue life under constant amplitude loading. Miner's linear cumulative damage summation rule has been used to predict the corrosion fatigue life under variable amplitude loading. The predicted life is in good agreement with the test data. 展开更多
关键词 Cathodic protection Corrosion fatigue Failure (mechanical) fatigue testing Joints (structural components) Offshore structures Production platforms Seawater Stresses structural loads Water waves WELDS
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Hardness-Based Non-destructive Method for Developing Location Specific S-N Curves for Fatigue Life Evaluation
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作者 Chaminda S. Bandara Sudath C. Siriwardane +1 位作者 Udaya I. Dissanayake Ranjith Dissanayake 《Journal of Civil Engineering and Architecture》 2016年第2期183-191,共9页
This paper first describes the importance of using location specific S-N curves for fatigue damage assessment of existing steel structures. It discusses the existing concepts and methods for developing S-N curves usin... This paper first describes the importance of using location specific S-N curves for fatigue damage assessment of existing steel structures. It discusses the existing concepts and methods for developing S-N curves using empirical formulae and monotonic strength parameters, such as the ultimate tensile strength and hardness. It also discusses relationships among these monotonic parameters. Then it presents formulae for developing hardness-based full range S-N curves for medium strength steels. The formulae are verified using experimental data obtained from both monotonic and cyclic testing. Finally, it describes the advantages of these hardness-based formulae for developing location specific S-N curves as hardness testing is a non-destructive test which can be carried out on specific locations in structures. 展开更多
关键词 Stress life curve fatigue life HARDNESS steel structures non-destructive test.
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Acoustic Emission Behaviour and Failure Prediction in High- Temperature Structural Ceramics Under Static Fatigue
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作者 杜伟坊 杜海清 李玉书 《Chinese Science Bulletin》 SCIE EI CAS 1994年第15期1274-1277,共4页
High-temperature structural ceramics have increasingly attracted scientists’ attention in the area of modern science and technology due to their excellent properties of corrosion-resistance, wear-resistance and high-... High-temperature structural ceramics have increasingly attracted scientists’ attention in the area of modern science and technology due to their excellent properties of corrosion-resistance, wear-resistance and high-temperature resistance. But their low reliability limits their application in practice. In this note, AE signals of high-temperature structural ceramics under static fatigue were picked up by AE transducer and the relation between AE signals and crack growth in structural ceramics was studied. The results show that the AE rate of structural ceramics 展开更多
关键词 structural CERAMICS FAILURE static fatigue acoustic emission(AE).
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基于FlexTest 200加载控制系统的结构强度试验可控卸载技术研究 被引量:1
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作者 焦丽娟 《工程与试验》 2018年第2期97-101,共5页
为了减小飞机结构强度试验过程中应急保护对试验件造成的损伤,本文基于FlexTest 200加载控制系统,通过修改控制系统的应急卸载方式,将卸压后执行站互锁动作进行自由卸载改为不卸油压执行特定的卸载载荷谱,并开展了验证试验。试验结果表... 为了减小飞机结构强度试验过程中应急保护对试验件造成的损伤,本文基于FlexTest 200加载控制系统,通过修改控制系统的应急卸载方式,将卸压后执行站互锁动作进行自由卸载改为不卸油压执行特定的卸载载荷谱,并开展了验证试验。试验结果表明,该方法使试验件各加载点在应急保护后按照卸载载荷谱准确地卸载到了指定的载荷,为研究结构强度试验可控卸载技术提供了可行的思路和方向。 展开更多
关键词 Flextest 200 结构静力/疲劳试验 可控卸载 验证
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Comparison Structure Forms Between Isogrid and Orthogrid of C/E Composite Trellis Wound Structure Based on Calculation of Load-Carrying 被引量:2
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作者 Ti Yafeng Zhang Duo +1 位作者 Wang Lipeng Dong Bo 《宇航材料工艺》 CAS CSCD 北大核心 2010年第5期22-26,32,共6页
This paper calculated load-carrying of isogrid and orthogrid of carbon-epoxy composite trellis wound structure(C/E CTWS) using non-linear finite element method.Based on the analysis,test cases were designed and tests ... This paper calculated load-carrying of isogrid and orthogrid of carbon-epoxy composite trellis wound structure(C/E CTWS) using non-linear finite element method.Based on the analysis,test cases were designed and tests of axial compression were carried.Analysis result and test result fit well.In order to be used in the project,this kind of structure cut-out repairing was calculated.The method presented in this paper has been proved and can be used to solve complicated engineering problems.According to calculations and experimental results combined with application,a principle of choosing wound structure is obtained and principle could be applied to engineering. 展开更多
关键词 摘要 编辑部 编辑工作 读者
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The structural optimization of roadheader conical picks based on fatigue life
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作者 Zhenguo Lu Lirong Wan +2 位作者 Qingliang Zeng Xin Zhang Kuidong Gao 《International Journal of Modeling, Simulation, and Scientific Computing》 EI 2018年第2期70-86,共17页
Conical picks are the key cutting components used on roadheaders,and they are replaced frequently because of the bad working conditions.Picks did not meet the fatigue life when they were damaged by abrasion,so the pic... Conical picks are the key cutting components used on roadheaders,and they are replaced frequently because of the bad working conditions.Picks did not meet the fatigue life when they were damaged by abrasion,so the pick fatigue life and strength are excessive.In the paper,in order to reduce the abrasion and save the materials,structure optimization was carried out.For static analysis and fatigue life prediction,the simulation program was proposed based on mathematical models to obtain the cutting resistance.Furthermore,the finite element models for static analysis and fatigue life analysis were proposed.The results indicated that fatigue life damage and strength failure of the cutting pick would never happen.Subsequently,the initial optimization model and the finite element model of picks were developed.According to the optimized results,a new type of pick was developed based on the working and installing conditions of the traditional pick.Finally,the previous analysis methods used for traditional methods were carried out again for the new type picks.The results show that new type of pick can satisfy the strength and fatigue life requirements. 展开更多
关键词 structure optimization static analysis fatigue life prediction the new type of pick.
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Biomimetic Lightweight Design of Legged Robot Hydraulic Drive Unit Shell Inspired by Geometric Shape of Fish Bone Rib Structure
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作者 Zhipeng Huang Xinjie Li +5 位作者 Xikang Guan Xueqing Sun Chenxu Wang Yuepeng Xu Bin Yu Xiangdong Kong 《Journal of Bionic Engineering》 SCIE EI CSCD 2024年第3期1238-1252,共15页
The lightweight design of hydraulic quadruped robots,especially the lightweight design of the leg joint Hydraulic Drive Unit(HDU),can improve the robot's response speed,motion speed,endurance,and load capacity.How... The lightweight design of hydraulic quadruped robots,especially the lightweight design of the leg joint Hydraulic Drive Unit(HDU),can improve the robot's response speed,motion speed,endurance,and load capacity.However,the lightweight design of HDU is a huge challenge due to the need for structural strength.This paper is inspired by the geometric shape of fish bones and biomimetic reinforcing ribs on the surface of the HDU shell are designed to increase its strength and reduce its weight.First,a HDU shell with biomimetic fish bone reinforcing ribs structure is proposed.Then,the MATLAB toolbox and ANSYS finite element analysis module are used to optimize the parameters of the biomimetic reinforcing ribs structure and the overall layout of the shell.Finally,the HDU shell is manufactured using additive manufacturing technology,and a performance testing platform is built to conduct dynamic and static performance tests on the designed HDU.The experimental results show that the HDU with biomimetic fish bone reinforcing ribs has excellent dynamic performance and better static performance than the prototype model,and the weight of the shell is reduced by 20%compared to the prototype model.This work has broad application prospects in the lightweight and high-strength design of closed-pressure vessel components. 展开更多
关键词 Hydraulic drive unit Lightweight design of shell Biomimetic fish bone structure design Dynamic and static performance testing
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一种X构型的负刚度NES抗震性能研究 被引量:1
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作者 杨海旭 刘可宁 +1 位作者 张茂花 王海飙 《东南大学学报(自然科学版)》 北大核心 2025年第1期171-182,共12页
为拓宽非线性能量阱(NES)的控制频率范围,提出一种引入负刚度的NES,由附加质量通过X型环绕弹簧产生非线性恢复力,增加准零刚度特性,同时调整控制动力参数,降低系统固有频率,能够有效提高NES的非线性和鲁棒性。采用拟静力试验方法,对所... 为拓宽非线性能量阱(NES)的控制频率范围,提出一种引入负刚度的NES,由附加质量通过X型环绕弹簧产生非线性恢复力,增加准零刚度特性,同时调整控制动力参数,降低系统固有频率,能够有效提高NES的非线性和鲁棒性。采用拟静力试验方法,对所提出的负刚度NES模型进行低周往复加载,同时采用ABAQUS有限元软件完成负刚度NES的数值模拟,系统分析弹簧运动行程长宽比、预压缩量和刚度3种参数对负刚度NES抗震性能的影响。研究结果表明:这种X构型负刚度NES比常规NES表现出更宽的频率范围;调整弹簧刚度、长宽比和弹簧预压缩量都能拓宽NES的负刚度和频率变化范围,提高NES的耗能能力和抗震性能,有助于推广非线性结构控制技术在工程中的应用。 展开更多
关键词 结构被动控制 非线性能量阱 负刚度 拟静力试验 抗震性能
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浅圆仓装配式混凝土仓顶结构竖向承载性能试验研究 被引量:1
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作者 庞瑞 张盼盼 +5 位作者 陈桂香 张毅斌 郭呈周 杨艺杰 张天鹏 黄彬 《建筑结构》 北大核心 2025年第14期80-86,共7页
基于分布式连接全装配RC楼盖体系,提出了一种构件标准化程度高和建造效率高的浅圆仓装配式钢筋混凝土仓顶结构(简称装配式混凝土仓顶结构)。为研究装配式混凝土仓顶结构的竖向承载性能,进行了装配式混凝土仓顶结构足尺模型在竖向均布荷... 基于分布式连接全装配RC楼盖体系,提出了一种构件标准化程度高和建造效率高的浅圆仓装配式钢筋混凝土仓顶结构(简称装配式混凝土仓顶结构)。为研究装配式混凝土仓顶结构的竖向承载性能,进行了装配式混凝土仓顶结构足尺模型在竖向均布荷载下的静载试验,分析了试件的破坏形态、挠曲变形以及混凝土和钢板(筋)应变分布规律等。结果表明:设计荷载下结构未出现明显破坏征兆,可满足承载力和正常使用极限状态要求,表明装配式混凝土仓顶结构具有良好的竖向承载力和刚度。竖向荷载下,仓顶板裂缝均为环向裂缝;加载结束后,环向裂缝基本贯通,并伴随少量径向裂缝,仓顶板处于压弯受力状态。在设计荷载下钢筋、开孔板未屈服,梁-板连接节点、板缝连接节点未出现裂缝,各构件和连接件均处于良好的工作状态。 展开更多
关键词 浅圆仓装配式混凝土仓顶结构 竖向承载性能 板缝连接节点 横板向弯矩 静载试验
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高速磁浮新型梁轨分离式轨道结构静力性能试验
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作者 秦世强 李月闲 +2 位作者 龚俊虎 毛羚 王秋萍 《交通运输工程学报》 北大核心 2025年第4期135-147,共13页
为解决高速磁浮梁轨一体轨道梁制造工序复杂、施工难度大及轨面线形调整困难等问题,提出一种桥梁与轨道分离式(简称“梁轨分离式”)轨道板;为了解新型梁轨分离式轨道板的静力性能,设计并开展了足尺模型试验,测量纵横梁式混凝土轨道板、... 为解决高速磁浮梁轨一体轨道梁制造工序复杂、施工难度大及轨面线形调整困难等问题,提出一种桥梁与轨道分离式(简称“梁轨分离式”)轨道板;为了解新型梁轨分离式轨道板的静力性能,设计并开展了足尺模型试验,测量纵横梁式混凝土轨道板、钢筋和钢扣件系统在不同荷载下的位移和应力,分析了其承载能力、破坏特征和关键部位应力分布规律;基于有限元软件ABAQUS建立轨道板精细化数值模型,开展了设计参数敏感性分析,研究了钢筋直径和栓钉直径对新型轨道板静力性能的影响,对比不同钢筋直径和栓钉直径下轨道板的位移及各部件应力分布,给出了新型轨道板结构参数的合理取值。研究结果表明:在设计荷载下,轨道板处于线弹性阶段,位移峰值为0.11 mm;在3倍设计荷载下,混凝土横梁首次出现微裂缝;在5倍设计荷载下,新型轨道板仍处于带裂缝工作阶段,位移峰值为0.46 mm,小于规范容许值0.516 mm;新型梁轨分离式轨道板的承载力满足设计要求,承载力具有较高富余量;在正常运营状态下,磁浮列车荷载主要由混凝土轨道板承受,轨道板各构件受力明确,局部效应明显;适当增加钢筋直径可提高轨道板整体刚度,减小各构件的应力;增加栓钉直径对轨道板静力性能影响较低。研究结果可为新型梁轨分离式轨道板设计提供参考。 展开更多
关键词 高速磁浮 梁轨分离式轨道板 梁轨一体轨道梁 静力性能 模型试验
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基于飞机全动垂尾结构的抖振载荷加载方法研究
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作者 李益萱 张飞 +3 位作者 李凯翔 白春玉 刘小川 王彬文 《西北工业大学学报》 北大核心 2025年第5期888-895,共8页
在大攻角飞行等严酷工况下高机动性飞机的一些典型结构,如全动垂尾结构,会发生强烈的抖振,亟需开展抖振载荷和气动载荷联合作用下的动态疲劳试验。针对此类试验中抖振载荷的加载需求,设计研发了“双液压球头+橡胶板”抖振加载系统与振... 在大攻角飞行等严酷工况下高机动性飞机的一些典型结构,如全动垂尾结构,会发生强烈的抖振,亟需开展抖振载荷和气动载荷联合作用下的动态疲劳试验。针对此类试验中抖振载荷的加载需求,设计研发了“双液压球头+橡胶板”抖振加载系统与振动台随动加载系统。该系统通过实时追踪垂尾变形后的空间姿态,实现了对变形翼面的垂直加载,同时采用低干扰力控技术将加载装置对结构动力学特性的影响降至最小。基于具有相同动特性的垂尾模拟件,开展了加载方法的试验验证。结果表明:文中提出的加载方法可稳定施加低、中、高量级抖振载荷,系统运行可靠且数据完整有效,验证了其满足全动垂尾动态疲劳试验的技术要求,具有直接工程应用价值,可推广至真实结构的试验中。 展开更多
关键词 全动垂尾结构 动态疲劳试验 振动台随动系统 抖振载荷加载 试验验证
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后置翼墙法加固弱节点型RC框架试验研究
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作者 李曰兵 王航 +2 位作者 严琪 单良 邢爽 《振动工程学报》 北大核心 2025年第8期1889-1899,共11页
国内外震害表明,大量钢筋混凝土(RC)框架建筑梁-柱节点或柱发生严重破坏,未能形成设计期望的梁端铰破坏机制。在柱内侧增设RC翼墙,能够同时加固既有框架的柱和节点,促进梁铰机构形成,是一种简单有效的加固方式。本文制作两个1/2缩尺的... 国内外震害表明,大量钢筋混凝土(RC)框架建筑梁-柱节点或柱发生严重破坏,未能形成设计期望的梁端铰破坏机制。在柱内侧增设RC翼墙,能够同时加固既有框架的柱和节点,促进梁铰机构形成,是一种简单有效的加固方式。本文制作两个1/2缩尺的钢筋混凝土框架,并对其中一个采用后置翼墙法进行抗震加固。通过拟静力试验,研究了两试件的滞回性能、变形能力、耗能能力及破坏模式等抗震性能。结果表明,加固后框架的的刚度、承载力和耗能能力得到了显著提升,试件由节点剪切破坏转变为理想的梁屈服破坏,验证了在节点抗剪承载力严重不足的极端情况下,通过增设翼墙加固既有钢筋混凝土框架的可行性和有效性。 展开更多
关键词 钢筋混凝土 框架结构 抗震加固 后置翼墙 梁-柱节点 拟静力试验
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APC接头连接的T型全预制剪力墙抗震试验
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作者 余琼 袁越 +3 位作者 程浩 唐子鸣 郭霖 谢青海 《哈尔滨工业大学学报》 北大核心 2025年第5期100-113,共14页
为研究套筒灌浆搭接接头(简称APC接头)连接的T型全预制剪力墙的抗震性能,在Ⅰ、Ⅱ型APC接头的基础上,对1片现浇墙和2片预制墙进行拟静力试验。结果表明:现浇墙初始水平裂缝出现在基础顶面,由于套筒对混凝土的约束,预制墙的初始水平裂缝... 为研究套筒灌浆搭接接头(简称APC接头)连接的T型全预制剪力墙的抗震性能,在Ⅰ、Ⅱ型APC接头的基础上,对1片现浇墙和2片预制墙进行拟静力试验。结果表明:现浇墙初始水平裂缝出现在基础顶面,由于套筒对混凝土的约束,预制墙的初始水平裂缝出现在套筒上方;极限状态下,试件均为弯剪破坏,现浇墙墙脚边缘混凝土压碎、钢筋压屈,预制墙为套筒上方钢筋压屈、混凝土压碎、套筒外混凝土剥落;在开裂、屈服、峰值荷载,刚度、延性和耗能能力方面,采用Ⅰ型套筒的预制墙与现浇墙相当,而采用Ⅱ型套筒的预制墙大于现浇墙;两种套筒在预制剪力墙的受力过程中保持弹性状态,均能有效传递钢筋应力;预制试件平面外位移在加载过程中出现负向累积,但相同加载级时预制墙与现浇墙平面外位移绝对值相当。 展开更多
关键词 T型全预制剪力墙 套筒灌浆搭接接头 搭接连接 拟静力试验 抗震性能
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结构物静动态实验技术高水平国际化课程建设探索与思考
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作者 陈美霞 王婷 +1 位作者 刘加一 朱翔 《高教学刊》 2025年第3期18-21,26,共5页
为提升结构物静动态实验技术课程的学术水平,课题组对标新工科人才培养标准,以建设高水平国际化课程为目标,明确课程目标及方向,改革课程教学模式,制定一系列具象的实施方案,使学生收获教材以外的高水平课程知识,具备国际化视野,同时使... 为提升结构物静动态实验技术课程的学术水平,课题组对标新工科人才培养标准,以建设高水平国际化课程为目标,明确课程目标及方向,改革课程教学模式,制定一系列具象的实施方案,使学生收获教材以外的高水平课程知识,具备国际化视野,同时使学生逐步由被动听课、被课程吸引,到主动参与、主动查阅、主动交流讨论、进行深入思考研究的进阶过程。 展开更多
关键词 结构物静动态实验技术 新工科 高水平国际化课程 教学改革 课程建设
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