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受压钢筋对RC梁正截面承载力影响的理论分析
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作者 郭军庆 雷自学 《长安大学学报(自然科学版)》 EI CAS CSCD 北大核心 1999年第S1期61-62,69,共3页
从理论上分析了受压钢筋对 R C 梁正截面承载力的影响规律,并提出了 R C梁的钢筋压拉比及正截面极限承载力等概念,可供设计者参考使用。
关键词 RC梁 钢筋 正截面承载力 钢筋压拉比 极限承载力
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Strength criterion for crystalline rocks considering grain size effect and tensile-compressive strength ratio
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作者 ZHANG Cheng-han JI Hong-guang +3 位作者 JIANG Peng YOU Shuang GENG Qian-cheng JIAO Chen-jiang 《Journal of Central South University》 SCIE EI CAS CSCD 2024年第7期2365-2378,共14页
The macroscopic mechanical properties of rocks are significantly influenced by their microstructure.As a material bonded by mineral grains,the grain morphology of crystalline rock is the primary factor influencing the... The macroscopic mechanical properties of rocks are significantly influenced by their microstructure.As a material bonded by mineral grains,the grain morphology of crystalline rock is the primary factor influencing the strength.However,most strength criteria neglect the strength variations caused by different grain characteristics in rocks.Furthermore,the traditional linear criteria tend to overestimate tensile strength and exhibit apex singularity.To address these shortcomings,a piecewise strength criterion that considers the grain size effect has been proposed.A part of an ellipse was employed to construct the envelope of the tensive-shear region on the meridian plane,to accurately reproduce the low tensile-compressive strength ratio.Based on the analysis of experimental data,both linear and exponential modification functions that account for grain size effects were integrated into the proposed criterion.The corresponding finite element algorithm has been implemented.The accuracy and applicability of the proposed criterion were validated by comparing with the experimental data. 展开更多
关键词 crystalline rock grain size effect strength criterion tensile-compressive strength ratio finite element algorithm
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巴西圆盘劈裂二维及三维数值模拟研究 被引量:8
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作者 乔兰 刘建 +1 位作者 李庆文 赵国彦 《工程科学学报》 EI CSCD 北大核心 2022年第1期131-142,共12页
为揭示巴西圆盘起裂模式的变化规律及其破裂演化过程,运用连续介质弹塑性分析开展巴西圆盘劈裂二维及三维数值模拟研究.通过开展二维模拟研究,探究压拉比及加载角对试样起裂破坏模式的影响;通过三维模拟研究,探究圆盘试样三维破裂面的... 为揭示巴西圆盘起裂模式的变化规律及其破裂演化过程,运用连续介质弹塑性分析开展巴西圆盘劈裂二维及三维数值模拟研究.通过开展二维模拟研究,探究压拉比及加载角对试样起裂破坏模式的影响;通过三维模拟研究,探究圆盘试样三维破裂面的形成及扩展过程.二维数值模拟结果表明,接触加载角及压拉比越大,巴西圆盘试样越容易发生中心起裂;端部起裂由剪切破坏引起,而劈裂裂纹进一步扩展则由张拉破坏驱动.三维数值模拟结果表明,初始起裂点位于三维圆盘端面,随加载角增大其逐渐向端面圆心移动;当圆盘发生端面中心起裂时,三维破裂面以弧形边界向试样内部发散扩展.无论圆盘试样发生中心起裂还是端部起裂,由于三维效应巴西劈裂试验可能都会低估岩石的抗拉强度. 展开更多
关键词 巴西劈裂 数值模拟 压拉比 加载角 三维破裂面
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基于Voronoi块体模型的砂岩力学特性研究 被引量:1
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作者 孙浩 陈帅军 +1 位作者 金爱兵 李海 《东北大学学报(自然科学版)》 EI CAS CSCD 北大核心 2021年第11期1600-1608,共9页
PFC软件中球形颗粒和平行黏结接触模型(PBM)被广泛应用于岩石力学特性模拟研究.然而,球形颗粒和PBM存在两个明显缺陷:球形颗粒与岩石材料的晶粒形状相差较大;无侧限抗压强度与抗拉强度之比(压拉比)偏低.基于此,以山西吕梁地区典型砂岩为... PFC软件中球形颗粒和平行黏结接触模型(PBM)被广泛应用于岩石力学特性模拟研究.然而,球形颗粒和PBM存在两个明显缺陷:球形颗粒与岩石材料的晶粒形状相差较大;无侧限抗压强度与抗拉强度之比(压拉比)偏低.基于此,以山西吕梁地区典型砂岩为例,通过Voronoi剖分建立刚性块体数值试样,并使用软化黏结接触模型(SBM)对砂岩试样进行模拟分析.研究结果表明,基于刚性块体和SBM的数值模拟相较于传统基于球形颗粒和PBM的数值模拟而言,主要具有3个优点:与球形颗粒试样相比,刚性块体间自锁效应增大,刚性块体模型间的配位数明显提高,更能模拟真实砂岩的晶粒形状和晶粒间力学行为;软化黏结模型能模拟出砂岩更大的压拉比,更能真实表征砂岩在多应力路径下的力学特性;采用基于刚性块体和SBM的数值模型能够真实反映砂岩典型的剪切破坏模式. 展开更多
关键词 砂岩 刚性块体 Voronoi剖分 软化黏结模型 压拉比
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偏高岭土对RAC性能增强及微观作用机理试验研究 被引量:1
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作者 李庆瑞 徐晋 《混凝土》 CAS 北大核心 2021年第5期84-87,共4页
为了研究偏高岭土对RAC性能的影响,对6组54块不同偏高岭土取代率下的RAC进行了抗压、劈裂抗拉、抗折、脆性、强度作用机理、微观电镜(SEM)研究,研究结果表明:各偏高岭土取代率下,立方体抗压强度均高于基准组,且随着偏高岭土取代率的增加... 为了研究偏高岭土对RAC性能的影响,对6组54块不同偏高岭土取代率下的RAC进行了抗压、劈裂抗拉、抗折、脆性、强度作用机理、微观电镜(SEM)研究,研究结果表明:各偏高岭土取代率下,立方体抗压强度均高于基准组,且随着偏高岭土取代率的增加,立方体抗压强度大致呈现先增加后减小趋势;偏高岭土取代率大于15%时,RAC劈裂抗拉强度相比基准组有很大涨幅;偏高岭土取代率下,RAC抗折强度相比基准组分别提高了23.7%、34.2%、30.1%、46.5%、37.6%;偏高岭土取代率20%时,对于RAC脆性改善较为明显,同时此取代率下,K_S达到最大值,对于强度的提升表现出良好的效果;随着偏高岭土取代水泥量的增加,结构内部水化产物越来越多,生成了较多的凝胶物质,使得水泥石与骨料界面黏结力增强,孔隙变小,界面及整体结构趋于密实,有利于RAC力学性能的提高。 展开更多
关键词 RAC 偏高岭土取代率 力学性能 压拉比 强度效率系数 SEM
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Effects of Aspect Ratio in a Transonic Shock Tube Airfoil Flow 被引量:1
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作者 Masashi KASHITANI Keita MIURA +1 位作者 Shinichiro NAKAO Yutaka YAMAGUCHI 《Journal of Thermal Science》 SCIE EI CAS CSCD 2012年第5期435-440,共6页
In the present study, the flow visualizations were performed around the NACA 0012 models which differ in aspect ratios. We discussed the effects of the aspect ratio in the test models. Additionally the unsteady, two-d... In the present study, the flow visualizations were performed around the NACA 0012 models which differ in aspect ratios. We discussed the effects of the aspect ratio in the test models. Additionally the unsteady, two-dimensional, compressible Euler equations were solved for the NACA 0012 airfoil. Experiments were performed utilizing the conventional gas driven shock tube as the intermittent transonic wind tunnel. The aspect ratios of the models are about 0.86 and 1.5, respectively. The Mach numbers M 2 are about 0.84. The Reynolds numbers of the present experimental conditions were constant that Re based on chord length is about 4.0×10 5 . The results are as follows: in different aspect ratios, the difference of the shock wave location is confirmed though the Mach number and Reynolds number are same. It indicates the different correction Mach number by the effects of the side wall boundary layer though the nominal Mach number measured the same value. Also, on the difference of shock wave location for the effects of the aspect ratio, the tend of CFD shows the qualitative agreement with the result of an experiment. 展开更多
关键词 Shock tube AERODYNAMICS Transonic flows Aspect ratio Wind tunnel correction
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