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打印品复印品字迹的耐久性 被引量:1
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作者 刘宏伟 袁锦荣 《档案管理》 北大核心 1998年第4期19-20,共2页
一、引言影响计算机打印品和静电复印品字迹材料耐久性的因素有:光、温湿度、污染的空气、氧、摩擦、色素的化学稳定性和涸化扩散性以及字迹材料与纸基的结合牢固度等。为此,我们做了摩擦试验、剥离试验、热老化试验和紫外光照试验。... 一、引言影响计算机打印品和静电复印品字迹材料耐久性的因素有:光、温湿度、污染的空气、氧、摩擦、色素的化学稳定性和涸化扩散性以及字迹材料与纸基的结合牢固度等。为此,我们做了摩擦试验、剥离试验、热老化试验和紫外光照试验。二、材料的选择(一)复印品式样复印... 展开更多
关键词 复印品 色调剂 牢固度 热老化试验 静电复印 色差 打印色带 热塑性聚合物 纸基 试样图
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Fracture strength of centre surface cracked tensile specimens made of 2219-T87 Al alloy welding 被引量:2
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作者 S. RAJAKUMAR T. CHRISTOPHER 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2011年第12期2568-2575,共8页
Fracture data of both parent metal and weldment metals from surface cracked tensile plates made of 2219-T87 Al alloy at cryogenic temperatures were correlated using a modified inherent flaw model. Fracture parameters ... Fracture data of both parent metal and weldment metals from surface cracked tensile plates made of 2219-T87 Al alloy at cryogenic temperatures were correlated using a modified inherent flaw model. Fracture parameters to generate the failure assessment diagram were determined for the material. Fracture analysis was carried out considering the ultimate tensile strength value and the fracture data of aluminium base metal and weldment metal generated from center–surface cracked tensile specimens having different thicknesses. The failure assessment diagram of a material generated from tensile fracture plate configuration can be applied to failure pressure estimation of any cracked component, made of the same material. 展开更多
关键词 centre through crack tensile specimen failure assessment diagram fracture strength inherent flaw model 2219-T87 Al alloy
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Strain field investigation of limestone specimen under uniaxial compression loads using particle image velocimetry 被引量:3
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作者 徐金明 程昌宏 陆海平 《Journal of Central South University》 SCIE EI CAS 2011年第5期1619-1625,共7页
The particle image velocimetry (PIV) method was used to investigate the full-field displacements and strains of the limestone specimen under external loads from the video images captured during the laboratory tests.Th... The particle image velocimetry (PIV) method was used to investigate the full-field displacements and strains of the limestone specimen under external loads from the video images captured during the laboratory tests.The original colorful video images and experimental data were obtained from the uniaxial compression test of a limestone.To eliminate perspective errors and lens distortion,the camera was placed normal to the rock specimen exposure.After converted into a readable format of frame images,these videos were transformed into the responding grayscale images,and the frame images were then extracted.The full-field displacement field was obtained by using the PIV technique,and interpolated in the sub-pixel locations.The displacement was measured in the plane of the image and inferred from two consecutive images.The local displacement vectors were calculated for small sub-windows of the images by means of cross-correlation.The video images were interrogated in a multi-pass way,starting off with 64×64 images,ending with 16×16 images after 6 iterations,and using 75% overlap of the sub-windows.In order to remove spurious vectors,the displacements were filtered using four filters:signal-to-noise ratio filter,peak height filter,global filter and local filter.The cubic interpolation was utilized if the displacements without a number were encountered.The full-field strain was then obtained using the local least square method from the discrete displacements.The strain change with time at different locations was also investigated.It is found that the normal strains are dependant on the locations and the crack distributions.Between 1.0 and 5.0 s prior to the specimen failure,normal strains increase rapidly at many locations,while a stable status appears at some locations.When the specimen is in a failure status,a large rotation occurs and it increases in the inverse direction.The strain concentration bands do not completely develop into the large cracks,and meso-cracks are not visible in some bands.The techniques presented here may improve the traditional measurement of the strain field,and may provide a lot of valuable information in investigating the deformation/failure mechanism of rock materials. 展开更多
关键词 rock materials LIMESTONE video image strain field uniaxial compression particle image velocimetry
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Fracture strength evaluation of titanium alloys using modified average stress criterion 被引量:3
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作者 H.BRIGHTON ISAAC JOHN T.CHRISTOPHER 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2013年第4期1072-1079,共8页
Structural integrity procedures were used to demonstrate the fitness for the purpose of engineering components transmitting loads. The prediction of the fracture strength of titanium alloys containing sharp notches th... Structural integrity procedures were used to demonstrate the fitness for the purpose of engineering components transmitting loads. The prediction of the fracture strength of titanium alloys containing sharp notches through the damage model depends on the un-notched strength and the critical length of the damage zone ahead of the notch. In general, the critical length of the damage zone depends on the material, specimen, and size of the sharp notch. Modifications were made in one of the stress fracture criteria known as the average stress criterion for accurate prediction of notched tensile strength of titanium alloy specimen containing sharp notches. To examine the adequacy of these modifications, fracture data of center-cracked titanium alloys with various thicknesses are considered. The notched (fracture) strength estimates are found to be close to the test results. The modified average stress criterion is very simple to predict the notched tensile strength. 展开更多
关键词 titanium alloys center crack tensile specimen stress criterion failure assessment diagram fracture strength
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Local Data Analysis for Eliminating End Restraint of Triaxial Specimen 被引量:1
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作者 刘潇 邵龙潭 郭晓霞 《Transactions of Tianjin University》 EI CAS 2013年第5期372-380,共9页
A data processing method was proposed for eliminating the end restraint in triaxial tests of soil. A digital image processing method was used to calculate the local deformations and local stresses for any region on th... A data processing method was proposed for eliminating the end restraint in triaxial tests of soil. A digital image processing method was used to calculate the local deformations and local stresses for any region on the surface of triaxial soil specimens. The principle and implementation of this digital image processing method were introduced as well as the calculation method for local mechanical properties of soil specimens. Comparisons were made between the test results calculated by the data from both the entire specimen and local regions, and it was found that the deformations were more uniform in the middle region compared with the entire specimen. In order to quantify the nonuniform characteristic of deformation, the non-uniformity coefficients of strain were defined and calculated. Traditional and end-lubricated triaxial tests were conducted under the same condition to investigate the effects of using local region data for deformation calculation on eliminating the end restraint of specimens. After the statistical analysis of all test results, it was concluded that for the tested soil specimen with the size of 39.1 mm × 80 ram, the utilization of the middle 35 mm region of traditional specimens in data processing had a better effect on eliminating end restraint compared with end lubrication. Furthermore, the local data analysis in this paper was validated through the comparisons with the test results from other researchers. 展开更多
关键词 end restraint triaxial test digital image processing end lubrication local data analysis
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