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Casting-cold extrusion of Al/Cu clad composite by copper tubes with different sketch sections 被引量:5
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作者 骆俊廷 赵双敬 张春祥 《Journal of Central South University》 SCIE EI CAS 2012年第4期882-886,共5页
Casting-cold extrusion technology was presented to fabricate alttminum/copper clad composite, and copper tubes with different sketch sections were designed. The technology of aluminum/copper clad composite fabricated ... Casting-cold extrusion technology was presented to fabricate alttminum/copper clad composite, and copper tubes with different sketch sections were designed. The technology of aluminum/copper clad composite fabricated by casting-cold extrusion was simulated by DEFORM software using tubes with four arc grooves. The stress and strain in different deformation zones were analyzed. The groove size reduces gradually and the groove shape drives to triangle during the extrusion procedure. The maximum values of equivalent effective stress and radial stress appear in groove zones, and the maximum equivalent effective strain firstly is obtained also in groove zones. The grain size in groove zones is less than that in other zones. The experimental results are consistent with simulation results, which prove that the copper tubes with sketch section are favorable to the metallurgy bond of boundary interface between aluminum and copper. 展开更多
关键词 AI/Cu clad composite casting-cold extrusion sketch section finite element simulation
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Load Transferring Mechanism on Transition Section of Composite Bucket Foundation for Offshore Wind Turbines 被引量:2
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作者 Puyang Zhang Zhi Zhang +2 位作者 Junjie Ma Hongyan Ding Ruiqi Hu 《Transactions of Tianjin University》 EI CAS 2017年第5期434-444,共11页
The composite bucket foundation (CBF) is a new kind of foundation which has been applied in the offshore wind industry. A reasonable connection pattern between the tower and the CBF top cover is crucial for load trans... The composite bucket foundation (CBF) is a new kind of foundation which has been applied in the offshore wind industry. A reasonable connection pattern between the tower and the CBF top cover is crucial for load transmissions from the superstructure. Therefore, it is essential to choose an optimum structure type for the transition section. The line type and the arc transition section models were established by ABAQUS, and the internal forces of cross section were extracted along the height direction. Specifically, the force transfer mechanism for different types of the transition sections was investigated comparatively with monotonic as well as composite loadings. The results show that the curved transition structure exhibits the better mechanical characteristics under the monotonic and composite loadings, and the reason can be illustrated that its specific arc-shape structure can effectively convert the tremendous bending moment from the turbine tower into the limited tensile and compressive stresses downwards, without the occurrence of force concentration. © 2017, Tianjin University and Springer-Verlag Berlin Heidelberg. 展开更多
关键词 FOUNDATIONS Offshore wind turbines Steel beams and girders Wind turbines
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Sectional Warping Corrective Model for Free Edge Stresses in Composite Laminates
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作者 黄传跃 诸德超 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2002年第4期213-221,共9页
The edge stress problem in composite laminates under uniform axial extension is analyzed. The displacement distribution in three directions along the thickness are derived respectively by use of the sectional warping ... The edge stress problem in composite laminates under uniform axial extension is analyzed. The displacement distribution in three directions along the thickness are derived respectively by use of the sectional warping corrective theory, and the hierarchical displacement functions are adopted in the width direction. Finally, based on the principle of virtual work, a special finite element model for boundary layer effects is obtained. Accuracy and convergence of the solution are studied, and the present resu... 展开更多
关键词 composite laminates boundary layer effects sectional warping theory hierarchical finite element methods
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Cross-sectional analysis on microstructure of plasma-sprayed HA+TiO_2 composite coatings on titanium substrate
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作者 吕宇鹏 李木森 +3 位作者 王建华 孙瑞雪 李士同 朱瑞富 《中国有色金属学会会刊:英文版》 CSCD 2004年第6期1139-1144,共6页
The cross-sectional analysis on hydroxyapatite (HA) coating and HA+TiO2 composite coating was conducted by using electron probe microanalyser (EPMA). The results reveal that annealing at 650 ℃ leads to the cracki... The cross-sectional analysis on hydroxyapatite (HA) coating and HA+TiO2 composite coating was conducted by using electron probe microanalyser (EPMA). The results reveal that annealing at 650 ℃ leads to the cracking within the HA coating or along the coating/substrate interface. The ribbon-like regions in HA coating are verified to contain less PO4-4 groups resulted from the high temperature melting of HA particles in plasma flame. From the viewpoint of microstructural observation, it can be concluded that the addition of TiO2 into HA coating can effectively strengthen and toughen the whole coating system with a shift of the well-bonded interface from the THA (top HA) coating/HTBC (HA+TiO2 bond coat) interface in the as-sprayed THBC (top HA-HTBC) coating to the HTBC/Ti substrate interface in the heat treated THBC coating. The THA coating bonds well to Ti substrate perhaps via its TiO2 hobnobbing with the Ti oxides formed on the Ti substrate. 展开更多
关键词 羟磷灰石 合成复层 等离子体喷雾 热处理
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Research about the composite section beam system on the state of interface slip
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作者 Zhang Wenjin Li 7hiyuan Zhang Yuxin 《International Journal of Technology Management》 2015年第4期123-125,共3页
with the constant popularity of the precast assembly gasification, the application of the composite section beam which can change into different sections is wilder. This passage, based on the hypothesis that the inter... with the constant popularity of the precast assembly gasification, the application of the composite section beam which can change into different sections is wilder. This passage, based on the hypothesis that the interface is smooth, simplify the double composite section beam and deduce the anchorage-bolt-shear and composite-section-beam-bending-capacity formulas when there is a slip on the interface in elastic stage. Moreover, it contains some prospect and summarizes of the later research. 展开更多
关键词 composite section bending capacity bolt slip
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Stall Flutter Analysis of High-Aspect-Ratio Composite Wing 被引量:5
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作者 刘湘宁 向锦武 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2006年第1期36-43,共8页
The stall flutter characters of high-aspect-ratio composite wing are investigated, and the effects of structure geometric nonlinearity and stiffness couple created by composite anisotropy on them also are discussed. F... The stall flutter characters of high-aspect-ratio composite wing are investigated, and the effects of structure geometric nonlinearity and stiffness couple created by composite anisotropy on them also are discussed. Firstly, the high-aspect-ratio wing is modeled as a composite thin-walled closed section Euler beam whose displacement and rotation both could be of finite value, and the nonlinear dynamic equations is build up on it with all the effects of geometric nonlinearity, aerodynamic nonlinearity and anisotropy of material being considered. Then vibration equations are deduced through perturbing the dynamic equations at wing's equilibrium position, and coupled with unsteady stall aerodynamic model and ONERA model, to obtain the nonlinear stall flutter analysis equations of wing. Finally, the flutter stabilities with various wind speeds are determined by the harmonic balance method. With several exampies, the validity of the stall flutter model is proved, and the significant effects of geometric nonlinearity on the stall flutter various characters as wall as the effects of ply angle on the stall flutter speed and frequency also are discussed. 展开更多
关键词 stall flutter high-aspect-ratio wing geometric nonlinearity compositeS thln-walled closed section beam
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Evolution of Carbon Isotope Composition in Potential Global Stratotype Section and Point at Luoyixi, South China, for the Base of the Unnamed Global Seventh Stage of Cambrian System 被引量:4
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作者 左景勋 彭善池 +3 位作者 朱学剑 祁玉平 林焕令 杨显峰 《Journal of China University of Geosciences》 SCIE CSCD 2008年第1期9-22,共14页
This work deals with the evolution of carbon isotope composition in the Luoyixi (罗依溪) Section, a candidate of the Global Standard Stratotype-section and Point (GSSP), defining the base of the as-yet-undefined s... This work deals with the evolution of carbon isotope composition in the Luoyixi (罗依溪) Section, a candidate of the Global Standard Stratotype-section and Point (GSSP), defining the base of the as-yet-undefined seventh stage of Cambrian System at the first appearance of the cosmopolitan agnostoid Lejopyge iaevigata. This level is favored in a vote of International Subcommission on Cambrian Stratigraphy (ISCS) as the biohorizon for defining the base of a global stage. Two hundred and sixty-four samples for carbon and oxygen isotope analysis have been collected from the carbonate successions at an interval of 0.25 to 0.5 m in this section. Results of the carbon isotope data exhibit a remarkable disciplinarian trend. The pattern of the carbon isotope evolution is gently undulant with a relatively long period during the underlying Drumian Stage, and then the values of δ13C fluctuate sharply with a short period in provisional seventh stage. The onset of sharp fluctuation in the δ13C values begins at the proposed GSSP level, defining the base of the global seventh stage, where δ13C values change from a gentle trend to a sharp trend. Distinct covariant-relationships among δ13C,δ18O, and sea level fluctuations suggest that a warming change in paleoclimate took place during the early global seventh stage, which led to a positive shift in δ13C values. 展开更多
关键词 carbon isotope composition global seventh stage of Cambrian System Luoyixi section northwestern Hunan (湖南).
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Porosity Effects on Interlaminar Fracture Behavior in Carbon Fiber-Reinforced Polymer Composites 被引量:3
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作者 Issa A. Hakim Steven L. Donaldson +1 位作者 Norbert G. Meyendorf Charles E. Browning 《Materials Sciences and Applications》 2017年第2期170-187,共18页
Fiber-reinforced polymer composite materials have become materials of choice for manufacturing application due to their high specific stiffness, strength and fatigue life, low density and thermal expansion coefficient... Fiber-reinforced polymer composite materials have become materials of choice for manufacturing application due to their high specific stiffness, strength and fatigue life, low density and thermal expansion coefficient. However, there are some types of defects such as porosity that form during the manufacturing processes of composites and alter their mechanical behavior and material properties. In his study, hand lay-up was conducted to fabricate samples of carbon fiber-reinforced polymer composites with three different vacuum levels in order to vary porosity content. Nondestructive evaluation, destructive techniques and mechanical testing were conducted. Nondestructive evaluation results showed the trend in percentages of porosity through-thickness. Serial sectioning images revealed significant details about the composite’s internal structure such as the volume, morphology and distribution of porosity. Mechanical testing results showed that porosity led to a decrease in both Mode I static interlaminar fracture toughness and Mode I cyclic strain energy release rate fatigue life. The fractographic micrographs showed that porosity content increased as the vacuum decreased, and it drew a relationship between fracture mechanisms and mechanical properties of the composite under different modes of loading as a result of the porosity effects. Finally, in order to accurately quantify porosity percentages included in the samples of different vacuum levels, a comparison was made between the parameters and percentages resulted from the nondestructive evaluation and mechanical testing and the features resulted from fractography and serial sectioning. 展开更多
关键词 CARBON Fiber Reinforced composite NONDESTRUCTIVE Evaluation POROSITY Fatigue Fracture Behavior SERIAL sectioning
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Experimental research on mechanical properties of prestressed truss concrete composite beam encased with circular steel tube 被引量:3
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作者 张博一 郑文忠 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2009年第3期338-345,共8页
Tests of 4 simply supported unbonded prestressed truss concrete composite beams encased with circular steel tube were carried out. It is found that the ratio of the stress increment of the unbonded tendon to that of t... Tests of 4 simply supported unbonded prestressed truss concrete composite beams encased with circular steel tube were carried out. It is found that the ratio of the stress increment of the unbonded tendon to that of the tensile steel tube is 0.252 during the using stage,and the average crack space of beams depends on the ratio of the sum of the bottom chord steel tube's outside diameter and the secondary bottom chord steel tube's section area to the effective tensile concrete area. The coefficient of uneven crack distribution is 1.68 and the formula for the calculation of crack width is established. Test results indicate that the ultimate stress increment of unbonded tendon in the beams decreases in linearity with the increase of the composite reinforcement index β0. The pure bending region of beams accords with the plane section assumption from loading to failure. The calculation formula of ultimate stress increment of the unbonded tendon and the method to calculate the bearing capacity of normal section of beams have been presented. Besides,the method to calculate the stiffness of this sort of beams is brought forward as well. 展开更多
关键词 truss concrete composite beam encased with circular steel tube bearing capacity of normal section STIFFNESS crack width unbonded prestressed tendon
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Composite wave-absorbing structure combining thin plasma and metasurface 被引量:1
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作者 郝志安 李健飞 +5 位作者 徐彬 姚静锋 袁承勋 王莹 周忠祥 王晓鸥 《Plasma Science and Technology》 SCIE EI CAS CSCD 2023年第4期148-155,共8页
In order to solve the thickness dependence of plasma absorption of electromagnetic waves and further reduce the backward radar scattering cross section(RCS)of the target,we designed a novel composite structure of a me... In order to solve the thickness dependence of plasma absorption of electromagnetic waves and further reduce the backward radar scattering cross section(RCS)of the target,we designed a novel composite structure of a metasurface and plasma.A metasurface with three absorption peaks is designed by means of an equivalent circuit based on an electromagnetic resonance type metamaterial absorber.The reflection and absorption of the composite structure are numerically and experimentally verified.The finite integration method was used to simulate a composite structure of finite size to obtain the RCS.The experimental measurements of electromagnetic wave reflection were conducted by a vector network analyzer(Keysight N5234A)and horn antennas,etc.The research showed that the absorption capacity of this composite structure was substantially improved compared to either the plasma or the metasurface,and it is more convenient for application due to its low plasma thickness requirement and easy fabrication. 展开更多
关键词 PLASMA metasurface composite structure radar scattering cross section
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Study of Second-Order Continuities of a Composite Surface
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作者 Yukun Liu Yong Yue 《Advances in Pure Mathematics》 2020年第1期21-38,共18页
There are two classes of continuities, parametric continuities and geometric continuities, which are used to illuminate the smoothness of a composite surface in surface construction and reconstruction in computer grap... There are two classes of continuities, parametric continuities and geometric continuities, which are used to illuminate the smoothness of a composite surface in surface construction and reconstruction in computer graphics (CG) and computer aided design (CAD). A parametric continuity is more stiff than its corresponding geometric continuity of the same order. This paper uncovers the geometric properties of parametric and geometric continuities less than and equal to second order and presents the proofs for the corresponding propositions. These propositions can be applied to the existent or promising schemes of surface construction or reconstruction, which can provide a convincing theory for researchers to establish their schemes in surface construction. Three examples are used in this paper to show the applications of these propositions. 展开更多
关键词 PARAMETRIC Continuities GEOMETRIC Continuities composite Surface BENDING Rate NORMAL section CURVATURE
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Experimental Investigations on Web Crippling Failure Modes of Aluminum Hollow and Composite Tubes
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作者 Xixiang Chen Yu Chen +1 位作者 Kang He Fernando Palacios Galarza 《Structural Durability & Health Monitoring》 EI 2018年第4期299-322,共24页
In order to study the web-crippling behavior of aluminum hollow sectionsubjected to concentrated load, sixteen aluminum hollow tubes with different loadingconditions, bearing length and web slenderness ratios were tes... In order to study the web-crippling behavior of aluminum hollow sectionsubjected to concentrated load, sixteen aluminum hollow tubes with different loadingconditions, bearing length and web slenderness ratios were tested. This paper alsodiscussed a method to improve the web crippling strength of the aluminum hollowsections by infilling the mortar as composite section, and four aluminum compositesections were tested. The literature has reported lots of web crippling tests, but there isfew reports on web crippling behavior of aluminum composite sections. Interior-Ground(IG) and End-Ground (EG) loading conditions were adopted, with the specimens placedon the ground to simulate the load of floor joists. Specimens were also placed on abearing plate with end (ETF) or interior (ITF) bearing load. The influence of supportingconditions, loading positions, bearing length and web slenderness ratios on web cripplingultimate bearing capacity and ductility of aluminum hollow sections was studied. Theenhancements of infilling mortar were also evaluated. The results obtained from theexperiments show that infilling the mortar in aluminum hollow tubes is an effectivemethod for enhancing the ultimate capacity of the web, especially for specimens underInterior-Ground (IG) condition. Based on the results of parameter research, this paperproposes a series of design formulas for well predicting web crippling ultimate capacityof aluminum hollow and composite tubes under four different loading and boundaryconditions. 展开更多
关键词 Web-crippling aluminum hollow section aluminum composite section loading condition bearing length web slenderness ratio ultimate capacity
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The Angular Distribution of Light Composite Particle Projectile in Preequilibrium Reactions
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作者 Shen Qingbiao(China Institute of Atomic Energy,P.O.Box 275,Beijing 102413) 《Chinese journal of nuclear physics》 1994年第2期160-169,共10页
Formulations of double differential cross sections of light composite particleconsidering (1,m) and (2,m) pickup type reactions simultaneously for semi-classicalmulti-step compound and direct processes are presented.T... Formulations of double differential cross sections of light composite particleconsidering (1,m) and (2,m) pickup type reactions simultaneously for semi-classicalmulti-step compound and direct processes are presented.The calculated results of crosssections,spectra,and double differential cross sections indicate that generally the con-tributions of the (2,m) pickup type reactions are about 15%-25% when the incident en-ergies are below 50 MeV but can become dominant when the incident energies areabove 50 MeV in some region of the outgoing energies and angles.The forward tenden-cy of the calculated angular distributions by (2,m) configuration is weaker than those by(1,m) configuration.For the reactions of outgoing composite particle with higher inci-dent energy,the multi-step direct process must be considered. 展开更多
关键词 Preequilibrium composite PARTICLE Double DIFFERENTIAL CROSS section
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基于浅层地震反射勘探技术的栟茶河断裂近地表构造特征研究 被引量:2
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作者 顾勤平 康清清 +13 位作者 杨浩 胡利 许汉刚 孟科 于俊杰 蒋新 赵启光 朱升初 薛莹莹 王金艳 李金良 张浩 徐烨 陈昊 《地球物理学报》 北大核心 2025年第3期938-955,共18页
早期对栟茶河断裂的研究成果局限在深部发育特征,至今仍未对该断裂的空间展布、最新活动时代及其与近地表地层的切割关系等重要科学问题开展过系统性的勘探和研究工作.鉴于此,本文按照“由已知到未知、由深到浅、分步探测、由点到线、... 早期对栟茶河断裂的研究成果局限在深部发育特征,至今仍未对该断裂的空间展布、最新活动时代及其与近地表地层的切割关系等重要科学问题开展过系统性的勘探和研究工作.鉴于此,本文按照“由已知到未知、由深到浅、分步探测、由点到线、由疏到密”的工作思路,采用不同工作方法和技术参数的浅层地震勘探对其进行了系统的探测和研究,并结合小间距钻孔联合地质剖面及新年代学样品测试等,查明了目标断裂近地表的空间分布位置和最新活动习性.研究结果表明:(1)栟茶河断裂是海安凹陷和通扬隆起的分界断裂暨控制苏北盆地沉积的断裂之一.(2)并非前人认识的一条断层,而是由2条N倾正断层组成的断阶带.中间走向近东西向,西段北西向,东段北东东向;视倾角约为60°~75°,是上陡下缓的铲形生长断层.(3)平面上呈向东(隆起区)收敛、向西(凹陷区)撒开趋势;向东发育并未延伸至原来认定的南黄海,而是终止于Ⅱ测线以西;向西延伸可能穿越了海安市主城区,继续追踪其空间位置的科学探索和系统研究工作显得非常重要且尤为必要.(4)小间距钻孔联合地质剖面成功定位了主断面在BCL1测线和BCL3测线分别位于7765和3660桩号处.难能可贵的是,在新庄村场地ZK2-5孔内中更新统启东组下段砂层中揭露了断层面,倾角约为70°.(5)确定了最新活动时代为中更新世晚期至晚更新世早期.(6)在栟茶河断裂南侧新发现了丁家所南缘断裂,它与栟茶河断裂夹持构成了鼻状地垒式的丁家所古潜山.(7)查明了栟茶河断裂的空间展布,已探明的长度为26 km.本文研究成果不仅为江苏地区相关城市的规划与建设、重大工程的建设选址及减轻地震灾害风险提供科学依据,填补了目标断裂所在测区近地表浅层地震探测研究和空间发育特征研究的空白,而且探测思路和研究方法对其他城市(尤其是厚覆盖区)活动断层探测和断裂活动性鉴定有借鉴和参考作用. 展开更多
关键词 栟茶河断裂 浅层地震勘探 多层次探测 钻孔联合地质剖面 活动断层
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考虑拼装变形的底部平型橡胶密封垫结构研究 被引量:1
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作者 刘继国 贺创波 +2 位作者 张晟斌 舒恒 李金 《地下空间与工程学报》 北大核心 2025年第1期207-213,共7页
针对三种底部平型橡胶密封垫,通过数值计算和物理模型试验分析密封垫防水及压缩性能,并对拼装过程中密封垫滑动变形情况进行研究,研究表明:(1)断面1中心存在开孔,密封垫拼装时压缩应力减小,压缩后开孔位置无法完全闭合,密封垫防水路径减... 针对三种底部平型橡胶密封垫,通过数值计算和物理模型试验分析密封垫防水及压缩性能,并对拼装过程中密封垫滑动变形情况进行研究,研究表明:(1)断面1中心存在开孔,密封垫拼装时压缩应力减小,压缩后开孔位置无法完全闭合,密封垫防水路径减小,不利于管片接头防水;(2)断面3防水能力比断面2提高30.1%,但断面3复合遇水膨胀橡胶后会增加表面粗糙度,拼装过程易于加剧角部密封垫堆积变形,并且多次试拼可能导致遇水膨胀与三元乙丙脱落分离;(3)密封垫压缩滑动时角部堆积变形过大时易使密封垫间出现较大高差,下一环管片错缝拼装时此处密封垫难以压缩到位,易存在渗流通道出现渗漏。 展开更多
关键词 橡胶密封垫 复合断面 防水性能 压缩性能 滑动变形 堆积
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宽幅混合梁斜拉桥钢-混结合段力学性能研究 被引量:1
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作者 陈建兵 单加一 +1 位作者 陈雨薇 翟慕赛 《沈阳建筑大学学报(自然科学版)》 北大核心 2025年第3期308-316,共9页
研究宽幅混合梁斜拉桥钢-混结合段的力学性能,找到结构内力传递规律,为该类桥梁结构设计提供参考。以某混合梁斜拉桥为背景,运用有限元分析软件建立混合段模型,进行钢-混结合段、剪力连接件的应力分布规律及构造参数对剪力件受力影响的... 研究宽幅混合梁斜拉桥钢-混结合段的力学性能,找到结构内力传递规律,为该类桥梁结构设计提供参考。以某混合梁斜拉桥为背景,运用有限元分析软件建立混合段模型,进行钢-混结合段、剪力连接件的应力分布规律及构造参数对剪力件受力影响的研究。结构整体受压局部受拉,纵向应力在锚固横隔板及承压板附近发生突变,横向应力由桥梁中心处向锚固腹板处逐渐减小;结合段内31.73%的轴力直接传递至混凝土,68.27%的轴力通过承压板传递至钢格室内各纵向板件,轴力传力比为21.64%;剪力件应力呈两头大中间小的分布规律。钢混结合段结构连接能力强,传力效果好,混合段结构设计满足使用要求。 展开更多
关键词 斜拉桥 宽幅混合梁 钢-混结合段 剪力件 力学性能
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基于浅震和钻探的中卫盆地北缘隐伏断层定位及活动性研究
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作者 刘超 花鑫升 +3 位作者 王度 雷启云 武治群 余思汗 《大地测量与地球动力学》 北大核心 2025年第2期151-156,共6页
为查明宁夏中卫盆地北缘隐伏断层(河滩-郭滩隐伏断层)的构造特征、展布情况及活动时代,采用浅层地震勘探方法获得该隐伏断层的产状、性质、位置和上断点埋深。在此基础上,利用钻孔联合剖面探测出断层的准确位置和更可靠的上断点埋深,并... 为查明宁夏中卫盆地北缘隐伏断层(河滩-郭滩隐伏断层)的构造特征、展布情况及活动时代,采用浅层地震勘探方法获得该隐伏断层的产状、性质、位置和上断点埋深。在此基础上,利用钻孔联合剖面探测出断层的准确位置和更可靠的上断点埋深,并测试样品年代确定该隐伏断层的最新活动时代。结果表明,河滩-郭滩隐伏断层是一条走向近EW、倾向S的正断层,长度约12.5 km;断层上断点埋深在38 m以下,视倾角75°;最新活动时代为中更新世中晚期,晚更新世以来不活动,不属于活动断层。 展开更多
关键词 浅层地震勘探 钻孔联合剖面探测 中卫盆地 隐伏断层 活动性
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色尔腾山山前断裂浅层地震勘探和钻探的新证据
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作者 杨杰 贺为民 +2 位作者 秦晶晶 宋晓鹏 刘庆 《大地测量与地球动力学》 北大核心 2025年第2期144-150,共7页
横跨色尔腾山山前断裂布设一条长10.77 km的浅层地震勘探测线L1,结果发现,色尔腾山山前断裂在剖面上清晰可见,其主断裂在上部存在分叉,由断层F_(P1.1)和F_(P1)组成,均为正断层,视倾向南;结合地质地貌调查认为,F_(P1.1)断层的最新活动时... 横跨色尔腾山山前断裂布设一条长10.77 km的浅层地震勘探测线L1,结果发现,色尔腾山山前断裂在剖面上清晰可见,其主断裂在上部存在分叉,由断层F_(P1.1)和F_(P1)组成,均为正断层,视倾向南;结合地质地貌调查认为,F_(P1.1)断层的最新活动时代为全新世。针对色尔腾山山前断裂的F_(P1)断层开展钻孔联合地质剖面探测,划分出Fa、Fb两个断层,结合光释光测年结果发现,断层Fa和Fb为全新世断层,其最新活动时代晚于2.5±0.6 ka BP。色尔腾山山前断裂在近地表呈叉状结构,是该断裂在晚第四纪具有多次活动的反映。 展开更多
关键词 色尔腾山山前断裂 活动断层 浅层地震勘探 钻孔联合地质剖面
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复合材料柔性空间机械臂振动特性分析
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作者 王囡囡 魏传彤 刘才山 《载人航天》 北大核心 2025年第1期44-51,共8页
针对复合材料空间机械臂在运动过程中柔性臂杆易产生强烈振动的问题,将空间机械臂简化为旋转刚体-薄壁梁模型,进行了中心转速、复合材料铺层方式以及横截面形状对复合材料柔性空间机械臂振动特性影响的研究。首先,根据复合材料的本构关... 针对复合材料空间机械臂在运动过程中柔性臂杆易产生强烈振动的问题,将空间机械臂简化为旋转刚体-薄壁梁模型,进行了中心转速、复合材料铺层方式以及横截面形状对复合材料柔性空间机械臂振动特性影响的研究。首先,根据复合材料的本构关系,建立了复合材料薄壁梁的本构方程;然后,基于欧拉-伯努利梁理论和哈密顿原理,利用本构方程和旋转梁的运动学模型建立了梁的偏微分动力学方程,通过傅里叶变换将连续系统离散为多自由度系统,进而得到了梁的离散振动方程;最后,将振动方程无量纲化,通过数值计算求解薄壁梁的固有频率和模态。模态分析结果表明:固有频率会随中心转速的增大而变大,随铺层角度的增大而变小。此外,横截面锥度对复合材料旋转变截面薄壁梁振动特性起决定性作用,截面锥度的减小会增大固有频率,同时降低铺层角度对固有频率的影响。 展开更多
关键词 旋转梁 变截面 固有频率 复合材料
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基于截面分类的U形钢-混凝土组合梁外包钢板件宽厚比限值
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作者 程睿 余元林 +1 位作者 章珈瑜 张青峰 《土木与环境工程学报(中英文)》 北大核心 2025年第4期66-77,共12页
为研究U形钢-混凝土组合梁(U形钢组合梁)基于截面分类的外包钢板件宽厚比限值,对5根U形钢组合梁试件进行单调静力加载试验,分析不同外包钢腹板受压区高厚比及受压翼缘宽厚比情况下U形钢组合梁的破坏模式、荷载-位移曲线及塑性变形能力... 为研究U形钢-混凝土组合梁(U形钢组合梁)基于截面分类的外包钢板件宽厚比限值,对5根U形钢组合梁试件进行单调静力加载试验,分析不同外包钢腹板受压区高厚比及受压翼缘宽厚比情况下U形钢组合梁的破坏模式、荷载-位移曲线及塑性变形能力。试验结果表明,外包钢板件宽厚比对U形钢组合梁的屈曲变形和塑性变形能力有直接影响,所有试件在达到峰值承载力前均发生了局部屈曲,破坏模式为弯曲塑性破坏。有限元参数分析结果表明,外包钢腹板与受压翼缘之间的非线性行为相互影响,板件的屈曲时刻随着相邻板件宽厚比的增大而提前,增大外包钢板件宽厚比会降低U形钢组合梁的塑性发展程度。基于试验与有限元参数分析结果,提出U形钢组合梁的Ⅱ类截面(Class 2)外包钢板件宽厚比限值建议,并将提出的限值与规范限值进行对比分析,结果表明,该限值更符合U形钢组合梁的真实受力性能,可在一定程度上更加充分地发挥其结构优势。 展开更多
关键词 U形钢-混凝土组合梁 截面分类 宽厚比 试验研究 有限元分析
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