期刊文献+
共找到956篇文章
< 1 2 48 >
每页显示 20 50 100
Effects of tension on vortex-induced vibration(ⅥⅤ) responses of a long tensioned cylinder in uniform flows 被引量:3
1
作者 Ling Kang Fei Ge +1 位作者 Xiaodong Wu Youshi Hong 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2017年第1期1-9,共9页
The effects of tension on vortex-induced vibration (VIV) responses for a tension-dominated long cylinder with an aspect ratio of 550 in uniform flows are experimentally investigated in this paper. The results show tha... The effects of tension on vortex-induced vibration (VIV) responses for a tension-dominated long cylinder with an aspect ratio of 550 in uniform flows are experimentally investigated in this paper. The results show that elevated tension suppresses fluctuations of maximum displacement with respect to flow velocity and makes chaotic VIV more likely to appear. With respect to periodic VIV, if elevated tension is applied, the dominant vibration frequency in the in-line (IL) direction will switch from a fundamental vibration frequency to twice the value of the fundamental vibration frequency, which results in a ratio of the dominant vibration frequency in the IL direction to that in the cross-flow direction of 2.0. The suppression of the elevated tension in the fluctuation of the maximum displacement causes the axial tension to become an active control parameter for the VIV maximum displacement of a tension-dominated long riser or tether of an engineering structure in deep oceans. However, the axial tension must be optimized before being used since the high dominant vibration frequency due to the elevated tension may unfavorably affect the fatigue life of the riser or tether. 展开更多
关键词 tension effect Maximum displacement Dominant vibration frequency CHAOS
在线阅读 下载PDF
Thermal Tensioning Effects to Prevent Welding Buckling Distortions in Manufacturing of Thin-Walled Aerospace Shells and Panels 被引量:1
2
作者 Guan Qiao 《工程科学(英文版)》 2006年第3期1-10,共10页
To prevent buckling distortions of thin-walled elements, Low Stress No Distortion welding techniques have been pioneered and developed for product engineering and component manufacturing of aerospace structures with m... To prevent buckling distortions of thin-walled elements, Low Stress No Distortion welding techniques have been pioneered and developed for product engineering and component manufacturing of aerospace structures with material thickness less than 4 mm. In this paper, the nature of Low Stress No Distortion (LSND) welding techniques using thermal tensioning effects is described and special emphases are given to the mechanism of localized thermal tensioning effect. The fundamental principle of Low Stress No Distortion welding is to create active in-process control of incompatible (inherent) plastic strains and stresses formation during welding to achieve distortion-free results implying that no post weld costly reworking operations for distortion correction is required. Finite element analysis is applied to predict and optimize the localized thermal tensioning technique with a trailing spot heat sink coupled to the welding heat source. Comparisons of the thermal elastic-plastic stress-strain cycles are given between conventional gas tungsten arc welding and GTAW with a trailing spot heat sink. 展开更多
关键词 焊接残余应力 热源 冷源 弯曲变形 加热张拉 薄壁航空材料
在线阅读 下载PDF
页岩油储层前置CO_(2)压裂液体滞留效应研究进展
3
作者 张衍君 刘拯君 +5 位作者 徐豪 贺文杰 刘亚茹 邢亮 周德胜 王祯 《岩性油气藏》 北大核心 2026年第1期180-190,共11页
利用前置CO_(2)压裂技术开发页岩油储层优势明显,能够降低储层伤害、提高缝网复杂度及油气动用程度。通过大量文献调研和系统梳理,总结了前置CO_(2)压裂液体滞留机理及引起的储层物理-化学性质变化,并讨论了前置CO_(2)压裂液体滞留效应... 利用前置CO_(2)压裂技术开发页岩油储层优势明显,能够降低储层伤害、提高缝网复杂度及油气动用程度。通过大量文献调研和系统梳理,总结了前置CO_(2)压裂液体滞留机理及引起的储层物理-化学性质变化,并讨论了前置CO_(2)压裂液体滞留效应的阶段性及压裂工艺的适用性。研究结果表明:(1)页岩油储层前置CO_(2)压裂液滞留机理主要包括多级裂缝网络滞留、近缝面基质渗吸滞留、物理-化学作用引起滞留;主裂缝中重力主导滞留,分支及微裂缝的“闭锁”效应明显。(2)液体滞留引起储层物理-化学性质变化包括促进缝网形成、弱化水相圈闭、基质孔隙增压;CO_(2)通过影响表面张力进而影响近缝面基质液体的滞留,其强扩散效果及对岩石的溶蚀作用有利于形成复杂裂缝网络,以改善岩石的渗透性。(3)前置CO_(2)压裂液体滞留效应在裂缝扩展、闷井、返排、生产4个阶段差异明显,未来需加强前置CO_(2)压裂技术的迭代升级,发挥CO_(2)驱油与封存协同优势,发展智能调控优化储层多介质协同注入策略,实现油气增产与碳中和共同发展。 展开更多
关键词 页岩油 前置CO_(2)压裂 滞留效应 “闭锁”效应 表面张力 裂缝网络 渗透性 驱油效率
在线阅读 下载PDF
有黏结预应力混凝土框架结构抗连续倒塌动力效应研究
4
作者 李治 麦彩霞 +2 位作者 陈明哲 褚怡璇 钱凯 《建筑科学与工程学报》 北大核心 2026年第1期173-182,共10页
通过ANSYS/LS-DYNA有限元分析软件建立有黏结预应力混凝土(BPC)框架结构的高精度有限元模型,对BPC框架结构瞬间去柱动力试验进行数值模拟分析。将高精度数值模拟结果与BPC框架子结构倒塌试验数据进行对比,验证其准确性,在此基础上分析... 通过ANSYS/LS-DYNA有限元分析软件建立有黏结预应力混凝土(BPC)框架结构的高精度有限元模型,对BPC框架结构瞬间去柱动力试验进行数值模拟分析。将高精度数值模拟结果与BPC框架子结构倒塌试验数据进行对比,验证其准确性,在此基础上分析了预应力度、预应力筋配筋率、预应力筋布置形式和配重分布位置对BPC结构连续倒塌动力效应的影响。结果表明:预应力度和预应力筋配筋率的增加可以提高结构抗力,但会削弱其变形能力;采用直线型预应力筋布置,其竖向刚度约为抛物线型布置的1.17倍;当配重钢板均分由6等份增加至12等份时,结构的峰值位移减少了21.0%,竖向刚度提升了26.6%;对比两种不同边界条件可知,边界二(真实边柱尺寸)试件的第一峰值位移和平衡位移相较于边界一(放大边柱尺寸)分别提高了17.5%和34.1%;边界一相较于边界二更安全,但会低估结构动力效应;两种边界条件各具优劣,适用于多元研究目标与试验环境,对深化结构抗连续倒塌机理的认识具有重要意义。 展开更多
关键词 连续倒塌 预应力混凝土 有黏结预应力钢绞线 有限元分析 动力效应
在线阅读 下载PDF
Nonlinear Analysis of Flexible and Steel Catenary Risers with Internal Flow and Seabed Interaction Effects 被引量:5
5
作者 陈海飞 徐思朋 郭海燕 《Journal of Marine Science and Application》 2011年第2期156-162,共7页
Flexible risers and steel catenary risers often provide unique riser solutions for today’s deepwater field development. Accurate analysis of these slender structures, in which there are high-speed HP/HT internal flow... Flexible risers and steel catenary risers often provide unique riser solutions for today’s deepwater field development. Accurate analysis of these slender structures, in which there are high-speed HP/HT internal flows, is critical to ensure personnel and asset safety. In this study, a special global coordinate-based FEM rod model was adopted to identify and quantify the effects of internal flow and hydrostatic pressure on both flexible and deepwater steel catenary risers, with emphasis on the latter. By incorporating internal flow induced forces into the model, it was found that the internal flow contributes a new term to the effective tension expression. For flexible risers in shallow water, internal flow and hydrostatic pressure made virtually no change to effective tension by merely altering the riser wall tension. In deep water the internal pressure wielded a dominant role in governing the riser effective tension and furthering the static configuration, while the effect of inflow velocity was negligible. With respect to the riser seabed interaction, both the seabed support and friction effect were considered, with the former modeled by a nonlinear quadratic spring, allowing for a consistent derivation of the tangent stiffness matrix. The presented application examples show that the nonlinear quadratic spring is, when using the catenary solution as an initial static profile, an efficient way to model the quasi-Winkler-type elastic seabed foundation in this finite element scheme. 展开更多
关键词 flexible riser steel catenary riser (SCR) rod model internal flow effective tension seabed interaction
在线阅读 下载PDF
Effect of temperature on mechanical behavior of AZ31 magnesium alloy 被引量:7
6
作者 谭成文 胥珊娜 +3 位作者 王鲁 陈志永 王富耻 才鸿年 《中国有色金属学会会刊:英文版》 EI CSCD 2007年第1期41-45,共5页
Strain rate sensitivity and tension/compression asymmetry of AZ31 magnesium alloy at different temperatures and strainrates were investigated.Both of mechanical behaviors are temperature dependent.Strain rate sensitiv... Strain rate sensitivity and tension/compression asymmetry of AZ31 magnesium alloy at different temperatures and strainrates were investigated.Both of mechanical behaviors are temperature dependent.Strain rate sensitivity increases with increasingtemperature.Thermally activated slip is the source of strain rate sensitivity.At the temperature below or near 373 K,strain ratesensitivity is very little.Tension/compression asymmetry in yielding decreases with increasing temperature.Twinning is the reasonof tension/compression asymmetry.At the temperature above or near 573 K,the material shows little tension/compressionasymmetry of the flow stress. 展开更多
关键词 镁合金 温度 机械性能 流动应力
在线阅读 下载PDF
Fundamental principles of an effective reinforcing roof bolting strategy in horizontally layered roof strata and areas of potential improvement 被引量:7
7
作者 Russell Frith Guy Reed Martin McKinnon 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2018年第1期67-77,共11页
It is arguable that the development of reinforcing roof bolting systems has largely stagnated in recent times, primarily due to the prevailing industry view that few, if any, further improvements can be made to what c... It is arguable that the development of reinforcing roof bolting systems has largely stagnated in recent times, primarily due to the prevailing industry view that few, if any, further improvements can be made to what currently exists.However, this paper contends that reinforcing roof bolting systems can be further refined by considering both the specific manner by which horizontally bedded roof strata loses its natural self-supporting ability and the specific means by which reinforcing roof bolts act to promote or retain this natural self-supporting ability.The Australian coal industry has insisted on minimising bolt-hole diameter to maximise load transfer and on targeting full-encapsulation by any means necessary for many years.This has led to a significant, albeit unintended, consequence in terms of overall roof bolting effectiveness, namely increased resin pressures during bolt installation and the associated potential for opening bedding planes that may have, otherwise, remained closed during the bolt installation process.Given that the natural self-supporting ability of roof strata is strongly linked to whether bedding planes are open or closed, logically, minimising resin pressures should be a significant benefit.This paper focuses primarily on three key issues that relate directly to the function of the roof bolting system itself:(1) the importance of proper resin mixing in the context of maximising load transfer strength and stiffness,(2) the importance of minimising resin pressures developed during bolt installation, and(3) the importance of maximising the effectiveness of the available bolt pre-tension.All mine operators should be invested in improving the individual effectiveness of each installed roof bolt, even by relatively small incremental amounts, so this is an important topic for discussion within the mining community. 展开更多
关键词 ROOF BOLTS STRATA reinforcement Partial-encapsulation PRE-tension Resin mixing Improved BOLT effectiveness
在线阅读 下载PDF
Influence of precipitation on the Portevin-Le Chatelier effect in Al-Mg alloys 被引量:3
8
作者 Qi Hu,~(a))Qingchuan Zhang,~(b)) Shihua Fu,Pengtao Cao,and Ming Gong CAS Key Laboratory of Mechanical Behavior and Design of Materials,University of Science and Technology of China,Hefei 230027,China 《Theoretical & Applied Mechanics Letters》 CAS 2011年第1期30-33,共4页
In the alloy with solute content higher than the limiting solubility,the solute atoms that have failed to dissolve will precipitate from the solid solution and form precipitations.In this study, the Portevin-Le Chatel... In the alloy with solute content higher than the limiting solubility,the solute atoms that have failed to dissolve will precipitate from the solid solution and form precipitations.In this study, the Portevin-Le Chatelier(PLC) effects in annealed 5456 and 5052 aluminum alloys with different precipitation contents have been investigated under different applied strain rates.The results suggest that precipitations have significant effect on the PLC effect and the more the precipitations are, the greater the influence is.Furthermore,the solute diffusion is pipe diffusion in 5052 alloy with lower precipitation content.However,for 5456 alloy with higher precipitation content,the diffusion is no longer the case but more complex. 展开更多
关键词 aluminum alloys Portevin-Le Chatelier effect dynamic strain aging tension test
在线阅读 下载PDF
Study on the squeezing effect of open-ended pipe piles
9
作者 Yan-er Lu1,Jun-jie Zheng1,Jian-hua Yin21.Institute of Geotechnical and Underground Engineering,Huazhong University of Science and Technology,Wuhan 430074,China 2.Department of Civil and Structural Engineering,the Hong Kong Polytechnic University,Hong Kong,China. 《Journal of Pharmaceutical Analysis》 SCIE CAS 2009年第3期155-159,171,共6页
During the installation of a pipe pile,the soil around the pile will be squeezed out. This paper deals with this squeezing effect of open-ended pipe piles using the cylindrical cavity expansion theory. The characteris... During the installation of a pipe pile,the soil around the pile will be squeezed out. This paper deals with this squeezing effect of open-ended pipe piles using the cylindrical cavity expansion theory. The characteristics of soil with different tension and compression moduli and dilation are involved by applying the elastic theory with different moduli and logarithmic strain. The closed-form solutions of the radius of the plastic region,the displacement of the boundary between the plastic region and the elastic region and the expansion pressure on the external surface of the pipe piles are obtained. When obtaining these solutions,the soil plug in the open-ended pipe pile is considered by employing an incremental filling ratio to quantify the degree of soil plugging. Moreover,the effects of the ratio of tension and compression moduli,angle of dilation and incremental filling ratio on the radius of the plastic region and the expansion pressure on the external surface of the pipe pile are investigated. The parametric analyses show that it is necessary and important to consider the difference between the tension modulus and compression modulus,dilation angle and incremental filling ratio for studying the squeezing effect of open-ended pipe pile installation. It is concluded that the analytical solutions presented in this paper are suitable for studying the squeezing effect of open-ended pipe piles. 展开更多
关键词 open-ended pipe pile squeezing effect ratio of tension and compression moduli incremental filling ratio
在线阅读 下载PDF
Mars Blue Clearing and Allais Effect
10
作者 Russell Bagdoo 《Journal of Modern Physics》 2022年第2期100-112,共13页
Starting from the so-called “blue clearing” phenomenon, this paper establishes a link between disturbances of the Martian gravitational potential, the Allais effect of syzygy, astral influences and the Raman Stokes ... Starting from the so-called “blue clearing” phenomenon, this paper establishes a link between disturbances of the Martian gravitational potential, the Allais effect of syzygy, astral influences and the Raman Stokes effect. This phenomenon is apparently peculiar to the Martian atmosphere. Photographs of Mars taken in blue light normally show only the atmosphere itself and clouds high above the surface. On occasion of oppositions, however, blue photographs will penetrate in varying degrees to the surface of Mars. Curiously, a burst of brightness and storms then occur on Mars. The atmosphere and clouds can be seen and photographed at short wavelengths by Earth-based telescopes equipped with a Wratten 47 filter. It happens that the blue screen of the filter suddenly begins to disappear and that the Martian surface becomes visible. The exact mechanism that produces blue clearing when Earth is between the Sun and Mars is highly speculative. We believe that the “Allais syzygy effect” may explain this phenomenon. The opposition would generate a “gravito-electromagnetic tension”, which would spawn fluctuations in the gravitational potential of Mars, accompanied and linked to an electromagnetic effect. The outcome would be to trigger dust storms and exacerbate a disorderly excitement of molecules in the atmosphere. The thermal agitation facilitates the absorption of energy and the formation of small condensations that cause light scattering. Assuming that the Martian gravity decreased slightly, a Stokes Raman scattering would manifest at intramolecular level of the Martian atmosphere: the emitted photon has a lower energy than the absorbed photon. Therefore, it is mainly the waves corresponding to the spectral regions yellow, orange or red that are diffused, what eliminates short wavelengths. We deduce that the size of the inhomogeneities resulting from thermal excitation turns out to be greater than the length of the light waves of blue or purple regions of the spectrum. 展开更多
关键词 Blue Clearing Allais Syzygy effect Astral Influences Gravito-Electromagnetic tension Theory of Relation Stokes Raman effect
在线阅读 下载PDF
Features of Electroplastic Effect in Alloys with Martensite Transformation
11
作者 Vladimir Stolyarov 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2018年第12期1305-1310,共6页
Influence of different electric current modes (pulse and direct) on occurrence of the electroplastic effect under uniaxialtension in the coarse-grained alloys with martensite transformations is investigated. The mat... Influence of different electric current modes (pulse and direct) on occurrence of the electroplastic effect under uniaxialtension in the coarse-grained alloys with martensite transformations is investigated. The materials are shape memoryTi49.3Niso.7 alloy and metastable austenite transformation-induced plasticity (TRIP) steel. The paper contains experimentalresults of current impact on the "stress-strain" curves of the material. It has been taken an experimental measurement ofthe sample temperature during the test. It is shown that the shape of a stress-strain curves and type of the serrate plasticflow, connected with the martensitic transformation and electroplastic effect, depend on the current modes. Impact of pulsecurrent and direct current suppresses shape memory and TRIP effect. 展开更多
关键词 Electroplastic effect TRIP effect Pulse current DEFORMATION Martensite transformation tension
原文传递
典型接触条件下双层螺旋曲杆束的弯曲特性
12
作者 王荣辉 刘锡月 +2 位作者 赵勇霖 甄晓霞 张卓杰 《华南理工大学学报(自然科学版)》 北大核心 2025年第6期12-24,共13页
为研究双层螺旋曲杆束在拉-弯耦合作用下的力学行为及其内部钢丝协同工作机理,考虑丝间摩擦滑移,建立了层间接触、同步接触两类典型条件下的侧丝微段静力平衡关系并进行了解析推导,同步提出一种改进的半精细化有限元模型进行数值模拟和... 为研究双层螺旋曲杆束在拉-弯耦合作用下的力学行为及其内部钢丝协同工作机理,考虑丝间摩擦滑移,建立了层间接触、同步接触两类典型条件下的侧丝微段静力平衡关系并进行了解析推导,同步提出一种改进的半精细化有限元模型进行数值模拟和结果对比。由弯曲变形时侧丝所受剪切力的分布规律获得了两类接触条件下的丝间相对滑移方向,并在此基础上根据平衡方程推导得到侧丝滑移后的轴力限值;通过对各丝贡献的弯矩求和得到在拉-弯耦合作用下曲杆束各截面的弯矩-局部曲率关系式,并提出一种简化的弯矩-曲率均值关系式描述其整体弯曲行为。结果表明:由于侧丝沿曲杆束整体轴向周期旋转,相邻丝之间接触面有滑移驻点,且驻点两侧相对滑移方向相反;侧丝-侧丝、侧丝-芯丝接触面的滑移驻点、初始滑移位置不同;忽略内部滑移扩展过程,两类接触条件下双层螺旋曲杆束具有相同的弯矩-曲率均值关系式,函数图像呈双折线;半精细化有限元模型滑移前后的弯曲变形结果与解析值的相对误差小于4%,且提取的丝间相对滑移结果规律与分析结论相符。 展开更多
关键词 螺旋曲杆束 拉-弯耦合 丝间滑移 弯曲特性 接触条件 半精细化有限元模型
在线阅读 下载PDF
考虑超细晶金属材料应变软化效应的晶体塑性本构模型研究
13
作者 郑战光 樊佳楠 +2 位作者 孙腾 谢昌吉 黄增 《机械强度》 北大核心 2025年第8期108-114,共7页
为了研究超细晶金属材料(Ultra-Fine Grain,UFG)在单轴拉伸加载条件下出现的应变软化现象,基于经典的晶体塑性本构模型提出了一种考虑残余内应力作用的修正模型,并将残余内应力及其演化的具体形式编成用户子程序。通过生成宏观试样的代... 为了研究超细晶金属材料(Ultra-Fine Grain,UFG)在单轴拉伸加载条件下出现的应变软化现象,基于经典的晶体塑性本构模型提出了一种考虑残余内应力作用的修正模型,并将残余内应力及其演化的具体形式编成用户子程序。通过生成宏观试样的代表性体积单元,对单轴拉伸试验数据进行拟合以验证模型的有效性,同时将有、无残余内应力作用这2种情况下的模拟结果进行比较。结果表明,利用修正的晶体塑性本构模型计算得到的模拟结果与试验结果吻合较好,说明了所修正的晶体塑性本构模型能够有效地捕捉到UFG金属材料的应变软化现象,而有、无残余内应力作用这2种情况下的晶体塑性模拟结果表现出不同的性质,说明从残余内应力形成及作用的角度上解释UFG金属材料应变软化现象是合理的。 展开更多
关键词 超细晶金属材料 晶体塑性本构模型 单轴拉伸 应变软化效应 残余内应力
在线阅读 下载PDF
Dynamic Response of Tensile Membrane Structure under Coupling Effect of Wind and Rain
14
作者 Weiju Song Heyuan Yang Jie Chen 《Journal of Applied Mathematics and Physics》 2024年第11期3816-3826,共11页
Because of the small stiffness and high flexibility, the tension membrane structure is easy to relax and damage or even destroy under the action of external load, which leads to the occurrence of engineering accidents... Because of the small stiffness and high flexibility, the tension membrane structure is easy to relax and damage or even destroy under the action of external load, which leads to the occurrence of engineering accidents. In this paper, the damped nonlinear vibration of tensioned membrane structure under the coupling action of wind and rain is approximately solved, considering the geometric nonlinearity of membrane surface deformation and the influence of air damping. Applying von Karman’s large deflection theory and D’Alembert’s principle, the governing equations are established for an analytical solution, and the experimental results are compared with the analytical results. The feasibility of this method is verified, which provides some theoretical reference for practical membrane structure engineering design and maintenance. 展开更多
关键词 tension Membrane Structure Wind and Rain Coupling effect Dynamic Response Nonlinear Vibration
在线阅读 下载PDF
低温下玄武岩纤维混凝土劈拉强度尺寸效应试验 被引量:1
15
作者 余文轩 范美妤 +1 位作者 金浏 杜修力 《哈尔滨工业大学学报》 EI CAS 北大核心 2025年第1期101-109,共9页
为研究极端低温作用下结构尺寸和纤维体积分数对玄武岩纤维混凝土劈拉强度的定量影响规律和作用机制,设计了4种尺寸(边长分别为70、100、150和200 mm)、4种纤维体积分数(分数范围0%~0.5%)的玄武岩纤维混凝土立方体试块在常温和低温下(... 为研究极端低温作用下结构尺寸和纤维体积分数对玄武岩纤维混凝土劈拉强度的定量影响规律和作用机制,设计了4种尺寸(边长分别为70、100、150和200 mm)、4种纤维体积分数(分数范围0%~0.5%)的玄武岩纤维混凝土立方体试块在常温和低温下(温度范围20~-90℃)进行了静态劈拉破坏试验。试验结果表明:不同类型混凝土的劈拉强度均随温度降低而线性增大(最大增幅接近130%),呈现出显著的低温增强效应;玄武岩纤维的掺入能略微强化混凝土劈拉强度的低温增强效应。不同纤维体积分数玄武岩纤维混凝土的劈拉强度均呈现出一定的纤维增强效应,并且随体积分数增加而增强;极端低温作用下玄武岩纤维的主导破坏模式由拔出破坏转变为拉断破坏,导致纤维增强效应随温度下降而变强。劈拉强度的尺寸效应随温度下降而更明显,但玄武岩纤维的掺入能减弱尺寸效应(最大削弱程度达25.8%)。本文研究能为玄武岩纤维混凝土材料在极端低温环境下的大规模工程结构应用提供有效参考。 展开更多
关键词 玄武岩纤维混凝土 极端低温 纤维含量 劈裂拉伸 尺寸效应
在线阅读 下载PDF
Myofiber Permeability and Force Production of Rat Muscles Following Eccentric Contractions: The Repeated Bout Effect Depends on the Interval
16
作者 Keishi Hayao Hiroyuki Tamaki +2 位作者 Keigo Tamakoshi Hideaki Takahashi Hideaki Onishi 《Journal of Biomedical Science and Engineering》 2020年第12期275-289,共15页
Past eccentric contraction (ECC)-induced muscle injury reduces the severity of symptoms of subsequent muscle injury;this phenomenon is known as a repeated bout effect (RBE). It has been reported that increases in the ... Past eccentric contraction (ECC)-induced muscle injury reduces the severity of symptoms of subsequent muscle injury;this phenomenon is known as a repeated bout effect (RBE). It has been reported that increases in the duration of the interval between the first and second bouts are linked to weakening of the RBE. However, the histology following the attenuation of the RBE remains unclear. We examined the sustained effects of the second bout with regard to myofiber permeability and muscle force. Sixty-four male rats were randomly assigned to eight groups that varied in the number of exercise sessions and the duration of the interval between the first and second bouts: the non-ECC (Control);the single-injury (Post 1st bout);groups that were allowed to recover for 1, 2, and 4 weeks after a single injury (Pre 2nd bout_1w, Pre 2nd bout_2w, and Pre 2nd bout_4w);and groups that were subjected to second injuries 1, 2, and 4 weeks after the first (Post 2nd bout_1w, Post 2nd bout_2w, and Post 2nd bout_4w). The tibialis anterior was electrically stimulated in each ECC group. Twenty-four hours before muscle sampling, Evans blue dye (EBD) (a marker of myofiber damage) was administered. The maximal isometric contraction tension was measured immediately before sampling. The number of EBD-positive (+) fibers was determined via histological analysis. An RBE was revealed by functional examination at the 1- and 2-week and histological examination at the 1-, 2-, and 4-week time points (P < 0.05). In terms of myofiber permeability, prolongation of the interval before the second bout weakened this effect (P < 0.05). Experiments with 1-, 2-, and 4-week intervals indicated that prolongation of the interval before the second bout weakened the RBE with regard to myofiber permeability. 展开更多
关键词 Eccentric Contraction Muscle Injury Repeated Bout effect Myofiber Membrane Permeability Maximal Isometric Contraction tension
暂未订购
MorphologicaObservation of Specific Condensation Effect of Cholesterol on Dipalmitoyl Phosphatidyl Choline (DPPC) Monolayer by Dropping Method
17
作者 Takashi Yokoyama Daisuke Yoshida +8 位作者 Hiroya Mori Masaya Okabe Zameer Shervani Keijiro Taga Yasushi Yamamoto Ayumi Sumino Takehisa Dewa Mamoru Nango Masato Yamamoto 《Journal of Biophysical Chemistry》 2016年第4期98-109,共12页
Morphology of dipalmitoyl phosphatidyl choline (DPPC)-cholesterol (Chol) mixed monolayer formed on water surface by dropping method was investigated using surface tension measurement (STm), Brewster angle microscopy (... Morphology of dipalmitoyl phosphatidyl choline (DPPC)-cholesterol (Chol) mixed monolayer formed on water surface by dropping method was investigated using surface tension measurement (STm), Brewster angle microscopy (BAM), and fluorescence microscopy (FM). STm showed strong condensation effect of Chol in fluidic DPPC monolayer. Excess area (S<sub>ex</sub>) from mean mixing state of DPPC and Chol was about twice larger than that by general compression method in the range from xC = 0.2 to 0.4 (xC: mole fraction of Chol). BAM and FM images showed clearly that the fluidic DPPC monolayer changed to condensed rigid monolayer due to the condensation effect of Chol. At more than xC = 0.3 DPPC-Chol mixed monolayer changed to condensed state similar to the Chol monolayer. These results support previous reports by compression method that Chol molecule demonstrates the strong condensation effect to the fluidic monolayer and also indicate that dropping method enables to form unique monolayer on the water surface. 展开更多
关键词 DPPC-Chol Mixed Monolayer Dropping Method Surface tension Measurement Brewster Angle Microscopy Fluorescence Microscopy Condensation effect
在线阅读 下载PDF
保护层剥离行为对CFRP加固锈蚀钢筋混凝土梁性能的影响
18
作者 唐文龙 曹峰 +2 位作者 易金 钟立恒 夏海龙 《水利水电技术(中英文)》 北大核心 2025年第4期225-234,共10页
【目的】合理且准确地阐述碳纤维增强基复合材料(CFRP)在加固锈蚀钢筋混凝土受弯构件时的力学行为和破坏机理,对于深入研究并提升CFRP加固技术在增强锈蚀钢筋混凝土结构的力学性能和耐久性方面至关重要。【方法】结合声发射监测技术对... 【目的】合理且准确地阐述碳纤维增强基复合材料(CFRP)在加固锈蚀钢筋混凝土受弯构件时的力学行为和破坏机理,对于深入研究并提升CFRP加固技术在增强锈蚀钢筋混凝土结构的力学性能和耐久性方面至关重要。【方法】结合声发射监测技术对不同锈蚀程度的钢筋混凝土梁进行了CFRP加固后的抗弯性能试验研究,通过综合分析挠度、钢筋应变、碳纤维应变以及声发射信号特征等关键指标,揭示了CFRP加固锈蚀钢筋混凝土梁的力学特征。【结果】结果表明:CFRP加固效果与钢筋的锈蚀程度紧密相关,在加固方法确定的情况下,随着钢筋锈蚀率的增加,由于钢筋与混凝土之间的粘结性能退化,导致“拉拱”效应加剧,CFRP的加固效果逐渐降低。【结论】混凝土保护层的剥离与脱落使CFRP与混凝土的“拉拱”效应比钢筋表现更为显著,对试验梁的整体力学性能产生了更大的影响。此外,声发射监测信号特征与力学试验指标相结合,能够更全面地反映试验梁在各个受力阶段的力学响应,为CFRP加固锈蚀钢筋混凝土结构的评估和设计提供了有力的技术支持。 展开更多
关键词 锈蚀钢筋混凝土 碳纤维 声发射 “拉拱”效应 变形 力学性能
在线阅读 下载PDF
韩城区块浅层煤层气老井增强解吸实验
19
作者 季亮 王伟 +3 位作者 张先凡 张正朝 张铜 赵海峰 《特种油气藏》 北大核心 2025年第5期146-152,共7页
目前韩城区块老井采收率仅为32.0%,无法实现长期稳产及高产。为提高韩城区块老井的煤层气产能,置换解吸盲孔内吸附气,开展表面活性剂优选实验,通过对比7种表面活性剂降低表面张力、接触角以及增强煤层气解吸的效果,优选出适用于现场施... 目前韩城区块老井采收率仅为32.0%,无法实现长期稳产及高产。为提高韩城区块老井的煤层气产能,置换解吸盲孔内吸附气,开展表面活性剂优选实验,通过对比7种表面活性剂降低表面张力、接触角以及增强煤层气解吸的效果,优选出适用于现场施工条件且可提高采收率的新型无泡表面活性剂。研究表明:煤体注入新型无泡表面活性剂能够有效降低表面张力,改变煤体表面润湿性;在施工过程中消除过量气泡,贾敏效应降低,毛细管力减小,水锁效应弱化,使盲孔中的煤层气更易解吸。现场试验表明,注入质量分数为0.30%的新型无泡表面活性剂溶液,原低产老井累计产气量增加13500 m^(3),增产效果较为明显。该研究可为类似煤层气老井增产提供借鉴。 展开更多
关键词 煤层气 表面活性剂 表面张力 水锁效应
在线阅读 下载PDF
循环荷载下桩承式加筋路堤的荷载传递
20
作者 李格烨 徐超 +1 位作者 沈盼盼 周洁 《应用基础与工程科学学报》 北大核心 2025年第4期1102-1115,共14页
通过开展自适应活动门试验,研究了循环荷载下桩承式加筋路堤中桩间土压缩性对荷载传递的影响.利用弹簧支撑活动门,并用不同刚度的弹簧模拟具有不同压缩性的桩间土,而位于活动门两侧的固定端则用于模拟桩;采用石英砂作为路堤填土,以土工... 通过开展自适应活动门试验,研究了循环荷载下桩承式加筋路堤中桩间土压缩性对荷载传递的影响.利用弹簧支撑活动门,并用不同刚度的弹簧模拟具有不同压缩性的桩间土,而位于活动门两侧的固定端则用于模拟桩;采用石英砂作为路堤填土,以土工格栅作为加筋材料.研究结果表明:在循环荷载作用下,填土中土拱效应及荷载传递的发展均可划分为3个阶段,即初始阶段、最大阶段和退化阶段.压缩性较低的桩间土限制了土拱的发挥,导致较小的筋材变形,削弱了筋材的张力膜效应,从而减弱了路堤的荷载传递.但是,低压缩性桩间土造成路堤填土具有较高的承受循环荷载能力.另外,在现有理论计算方法的基础上,考虑循环荷载和桩间土的压缩性,提出了由循环荷载导致的作用于桩间土(活动门)上竖向附加应力的计算方法,可合理评估桩承式加筋路堤中的荷载传递.根据Rogbeck等提出的楔形土拱模型和van Eekelen等提出的同心拱模型得到的两种作用于桩间土(活动门)上竖向附加应力的计算值可分别作为试验实测值的上限和下限. 展开更多
关键词 桩承式加筋路堤 自适应活动门试验 循环荷载 土拱效应 张力膜效应 桩间土压缩性
原文传递
上一页 1 2 48 下一页 到第
使用帮助 返回顶部