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混凝土断裂尺寸效应律的探讨 被引量:2
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作者 龙广成 周筑宝 谢友均 《混凝土》 CAS CSCD 北大核心 2000年第11期42-43,10,共3页
混凝土结构断裂破坏的尺寸效应现象是 80年代初兴起的热点问题。本文在前人研究成果的基础上 ,对混凝土断裂尺寸效应律公式进行了探讨 ,建立了混凝土断裂韧度与试件尺寸之间的关系 ,并用试验数据进行了验证。
关键词 尺寸效应律公式 断裂韧度 混凝土结构
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机械加工工艺尺寸换算中的假废品研究 被引量:3
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作者 刘龙田 《制造技术与机床》 北大核心 2015年第8期78-81,共4页
在研究假废品问题方面与以往研究者不同点在于,以方便操作工判断加工件是否为假废品为目的,研究实测法的计算公式,并将公式的计算转化为数据表,使操作工在实际工作中针对加工件的实际参数值查表,很快就能判断出加工件是否为假废品。涉... 在研究假废品问题方面与以往研究者不同点在于,以方便操作工判断加工件是否为假废品为目的,研究实测法的计算公式,并将公式的计算转化为数据表,使操作工在实际工作中针对加工件的实际参数值查表,很快就能判断出加工件是否为假废品。涉及的算法既保证封闭环的精度要求,又不压缩其他组成环的公差,追求被换算的工序尺寸具有尽可能大的公差范围。尤其对封闭环精度要求高时,意义更为突出。 展开更多
关键词 设计尺寸 工序尺寸 假废品 假废品公差带 工序尺寸允许公差计算公式
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配镜选架的诀窍
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作者 程维中 《中国眼镜科技杂志》 1998年第3期40-41,共2页
当人们发现自己的眼睛屈光不正时,就需去验光配镜。每个人都希望配到一副式样满意、价格合理,同时又能符合国家质量指标标准的眼镜。如何挑选合适的镜架是制作合格眼镜的关键。这里面的一些道理不仅眼镜店营业员、配镜割边人员要搞清楚... 当人们发现自己的眼睛屈光不正时,就需去验光配镜。每个人都希望配到一副式样满意、价格合理,同时又能符合国家质量指标标准的眼镜。如何挑选合适的镜架是制作合格眼镜的关键。这里面的一些道理不仅眼镜店营业员、配镜割边人员要搞清楚,而且每个眼镜配戴者也应当懂一点。 展开更多
关键词 配镜 眼镜架 镜架 尺寸公式 镜圈
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Effects of pinholes on zerooffset of single-axis normal-tracking measurement system
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作者 LI Huai-lu WANG Zhong +1 位作者 KANG Yan-hui FU Lu-hua 《Journal of Measurement Science and Instrumentation》 CAS CSCD 2016年第4期336-341,共6页
A single-axis normal-tracking measurement system is proposed, which can solve the problem of measuring large curved surface. According to Collins formula, the tilt dependent error of the measurement system is studied,... A single-axis normal-tracking measurement system is proposed, which can solve the problem of measuring large curved surface. According to Collins formula, the tilt dependent error of the measurement system is studied, which uses Gaussian beam as the light source. By theoretical analysis and numerical simulation, the influence of the error is presented. The results show that there is the difference between point source and Gaussian beam for differential confocal microscopy. The opti-mal diameter of pinhole can be determined by the mathematical model and the actual parameters of the measurement system. The optimal pinhole diameter of this measurement system is 20 to 35 pm for 633 nm wavelength light source. 展开更多
关键词 differential confocal microscopy Gaussian beam Collins formula pinhole optimum
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Aerodynamic Performance of Wind Microturbines and Their Dynamic Response
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作者 Gordon Breeze 《Journal of Civil Engineering and Architecture》 2016年第3期261-267,共7页
Wind microturbines typically have rotor diameters of 2 m or less. This paper presents theoretical expressions that can be used to determine the aerodynamic performance of wind microturbines. A commercially-available t... Wind microturbines typically have rotor diameters of 2 m or less. This paper presents theoretical expressions that can be used to determine the aerodynamic performance of wind microturbines. A commercially-available three-bladed microturbine was tested at the outlet plane of a wind tunnel. The cross-section dimensions of the wind tunnel jet are 2.5 m (horizontal) x 1.5 m (vertical). The tested microturbine has a diameter of 1.2 m, and it generates a maximum power output of about 300 W. The paper provides the wind tunnel test methodology that was used to determine the mean and fluctuating forces generated by the aforementioned wind microturbine. Both the static and dynamic responses of the turbine were measured, and results from this testing are presented in this paper. These results enable the trends and predictions of the theoretical expressions to be compared with wind tunnel measurements. It is shown that, for this particular microturbine, the behaviours of these test measurements are consistent with the expected theoretical predictions. 展开更多
关键词 MICROTURBINE WIND TUNNEL aerodynamic performance FORCES DYNAMICS
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端部受压物体的承载极限
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作者 颜景星 《中国重型装备》 2000年第3期11-14,共4页
对端部受压物体的承载极限进行了研究,并给出了端都受压物体承载极限的计算公式。
关键词 外端附加承载常数几何尺寸边界条件承载极限计算公式
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The Gelfand-Kirillov dimension of a unitary highest weight module 被引量:1
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作者 BAI ZhanQiang HUNZIKER Markus 《Science China Mathematics》 SCIE CSCD 2015年第12期2489-2498,共10页
During the last decade, a great deal of activity has been devoted to the calculation of the HilbertPoincar′e series of unitary highest weight representations and related modules in algebraic geometry. However,uniform... During the last decade, a great deal of activity has been devoted to the calculation of the HilbertPoincar′e series of unitary highest weight representations and related modules in algebraic geometry. However,uniform formulas remain elusive—even for more basic invariants such as the Gelfand-Kirillov dimension or the Bernstein degree, and are usually limited to families of representations in a dual pair setting. We use earlier work by Joseph to provide an elementary and intrinsic proof of a uniform formula for the Gelfand-Kirillov dimension of an arbitrary unitary highest weight module in terms of its highest weight. The formula generalizes a result of Enright and Willenbring(in the dual pair setting) and is inspired by Wang's formula for the dimension of a minimal nilpotent orbit. 展开更多
关键词 unitary highest weight module associated variety Gelfand-Kirillov dimension nilpotent orbit
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非标准混凝土试样力学性能试验研究 被引量:1
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作者 吕业锋 吕学义 +3 位作者 莫冠旺 余忠儒 李响 刘建坤 《公路》 北大核心 2022年第9期357-364,共8页
我国现行标准规定混凝土抗压强度测试的标准试样为边长150 mm的立方体,在实际工程中存在由于难以获取标准试样,而只能以非标准混凝土试样进行强度检测的情况。通过对某工程在素混凝土桩上取得的非标准混凝土试样进行室内力学试验,结合... 我国现行标准规定混凝土抗压强度测试的标准试样为边长150 mm的立方体,在实际工程中存在由于难以获取标准试样,而只能以非标准混凝土试样进行强度检测的情况。通过对某工程在素混凝土桩上取得的非标准混凝土试样进行室内力学试验,结合内维尔公式和岩石尺寸修正系数公式,研究了非标准混凝土试样与150 mm标准立方体试样的强度转化关系,探究了在实际工程中不同公式换算混凝土强度的准确性。试验结果表明,对于高径比2∶1的非标准试样,由岩石尺寸修正系数公式换算的标准立方体抗压强度与实际测得的标准强度较为吻合;对于高径比1∶1的非标准试样,由岩石尺寸修正系数公式换算的标准立方体抗压强度与由内维尔公式换算的标准立方体抗压强度相差不大。 展开更多
关键词 混凝土力学试验 非标准与标准试样 内维尔公式 岩石尺寸修正系数公式 高径比 抗压强度
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