期刊文献+
共找到622篇文章
< 1 2 32 >
每页显示 20 50 100
Biaxial tensile behavior and yield loci of dual-phase steel sheets 被引量:2
1
作者 Zhao-xuan Hou Min Wan +3 位作者 Xiang-dong Wu Zheng-yang Cai Xue-li Gong Hao Wang 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2018年第5期589-597,共9页
The biaxial tensile tests were carried out to investigate the deformation behavior and yield loci of dual-phase (DP) steel sheets under biaxial tensile conditions. The true stress-true strain curves of DP steel shee... The biaxial tensile tests were carried out to investigate the deformation behavior and yield loci of dual-phase (DP) steel sheets under biaxial tensile conditions. The true stress-true strain curves of DP steel sheets for different loading ratios were obtained, and the experimental yield loci were determined based on the equivalent plastic work principle. The experimental yield loci were compared to the theoretical yield loci based on Hi1148, Hi1190, Hi1193, Hosford, Barlat89, Yld2000-2d and Gotoh yield criteria. It is found that Yld2000-2d yield criterion can describe the general trends of experimental yield loci of DP steel sheets with comparably higher accuracy. Hosford criterion has the maximum error for DP590, whereas Hi1148 and Barlat89 have the maximum errors for DP780 and DP980. 展开更多
关键词 Dual-phase steel sheet ·Biaxial tensile test Loading ratio Yield locus Yld2000-2d yield criterion
原文传递
Prediction of plane-strain specimen geometry to efficiently obtain a forming limit diagram by Marciniak test 被引量:1
2
作者 Qing-bao Yang Jun-ying Min +4 位作者 John E. Carsley Yuan-yuan Wen Bernd Kuhlenkotter Thomas B. Stoughton Jian-ping Lin 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2018年第5期539-545,共7页
Plane-strain forming limit strain (also known as FLD0) is an important data point on a forming limit diagram (FLD). The effects of friction coefficients and material parameters on the specimen width associated wit... Plane-strain forming limit strain (also known as FLD0) is an important data point on a forming limit diagram (FLD). The effects of friction coefficients and material parameters on the specimen width associated with the FLDo (W FLD0) in Marciniak test were studied by finite element simulation. WFLD0 was expressed as a function of the Lankford coefficients, n-value, k-value and sheet thickness and validated with various sheet materials. The determination of W FLD0 is of significance not only to reduce iterative attempts to accurately obtain FLDo, but also to obtain a full valid FLD with the least number of test specimens, which largely increases the efficiency and reduces cost to experimentally measure valid FLDs. 展开更多
关键词 Forming limit test ·sheet metal· Plane-strain state· Marciniak test
原文传递
Effect of Friction on the Drawing Process of Hot-Galvanized Sheet Steel 被引量:1
3
作者 Hongying GONG Wei ZHU +1 位作者 Zhiliang ZHANG Zhenliang LOU 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2005年第4期531-535,共5页
A probe test method was employed to detect the friction condition of the interfaces between tools and blank. At the same time a self-developed measurement apparatus to realize the probe test method was also presented.... A probe test method was employed to detect the friction condition of the interfaces between tools and blank. At the same time a self-developed measurement apparatus to realize the probe test method was also presented. Based on the analysis of force, a correlative friction model was also given. With the self-developed measurement apparatus,the effects of three kinds of lubricating oils which were in common use during the process of sheet steel drawing were studied. By probing the friction coefficient values of different lubricating oils during the drawing process of the hot-galvanized sheet steel (steel brand: ST07Zn), we can see that the friction caused by PK oil was the lowest, so the effect of PK oil was the best. Then PK oil was used as the base lubricating oil and some solid additive powers was added into it to make a new type lubrication (named as L oil).The result of test proved that the new lubricating oil had remarkable effect on the drawing process of hot-galvanized sheet steel. 展开更多
关键词 Drawing process FRICTION Probe test method Hot-galvanlzed sheet steel
在线阅读 下载PDF
Experimental research on refractory performance of reinforced concrete beams strengthened with CFRP sheets bonded with an inorganic adhesive 被引量:2
4
作者 郑文忠 万夫雄 李时光 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2010年第4期568-574,共7页
To meet the requirement of fire endurance for concrete structures strengthened with CFRP sheets, this study develops an inorganic adhesive whose strength at 600 ℃ is not lower than that at normal room temperature. Th... To meet the requirement of fire endurance for concrete structures strengthened with CFRP sheets, this study develops an inorganic adhesive whose strength at 600 ℃ is not lower than that at normal room temperature. The inorganic adhesive is then used to bond CFRP sheets on reinforced concrete beams in order to strengthen them. The fire protection of the CFRP sheets is done using the thick-type fireproofing coatings for tunnel ( TFCT) and steel structure ( TFCSS) respectively. Four specimens are tested in the furnace together. Specimens are exposed to fire for 1. 5 h in according to the ISO834 standard fire curve,and then naturally cooled for 1 h. In the tests,the largest displacements at the mid-span positions of specimens are only from 1 /1400 to 1 /318 of actual span corresponding to the highest temperatures from 300 ℃ to 470 ℃. After the specimens are naturally cooled to the normal temperature and the fireproofing coatings are then removed,it can be seen that the CFRP sheets keep in a good state,which indicates that CFRP sheets can be tightly bonded on the concrete and work well together with the concrete beams during and after fire. Besides,the tests also verify that the fire performance of TFCT is superior to TFCSS for the strengthened beams. 展开更多
关键词 fire performance reinforced concrete beam CFRP sheets fireproofing coating test
在线阅读 下载PDF
Field Tests for Investigating the Extraction Rate of Piles Using a Vibratory Technique
5
作者 QIN Zhaohui CHEN Longzhu +1 位作者 SONG Chunyu ZHANG Jingyi 《Journal of Shanghai Jiaotong university(Science)》 EI 2018年第4期482-489,共8页
Factors directly affecting the extraction rate of the piles pulled out by a vibratory pulling system are summarized and classified into five categories(excitation force,resistance,vibration amplitude,pile plumbness ke... Factors directly affecting the extraction rate of the piles pulled out by a vibratory pulling system are summarized and classified into five categories(excitation force,resistance,vibration amplitude,pile plumbness keeping,and slowing down at the later stage) from the mechanics and engineering practice.Field tests on steel sheet piles extracted by vibratory technique in different soil conditions are conducted to ascertain how these factors affect the extraction rate of a pile with regard to three major actors of vibratory pile pulling:the pile to be extracted,the selected pulling system,and the imposed soil conditions.The extraction rates of three different sheet pile types(having up to four different lengths) pulled out by two different vibratory pulling systems are documented.The piles with different lengths and types,pulled out with or without a clutch,have different extraction rates.The working parameters governing the vibratory hammer,such as excitation force and vibration amplitude,exert significant influences on the rate of pile extraction,especially in the early stages of up-lift process.The extraction rate of the piles driven in different soil conditions is uniform because different extraction resistances mainly refer to shaft friction.The properties of the pile-soil interface influence the extraction rate of the piles,and the extraction rate decreases with the time for which the piles have been buried in the earth. 展开更多
关键词 field tests steel sheet pile vibratory pile pulling extraction rate
原文传递
The corrosive behaviors of GI and IF steel sheets in salt water drops
6
作者 ZHANG Hong QI Huibiil LI Xiaoggang 《Baosteel Technical Research》 CAS 2009年第2期7-12,共6页
The corrosive behaviors of hot-dip galvanized steel (G I) sheets and the corresponding interstitial free (IF) steel base sheets for use in automobiles were investigated by the classical salt water drop (SWD) tes... The corrosive behaviors of hot-dip galvanized steel (G I) sheets and the corresponding interstitial free (IF) steel base sheets for use in automobiles were investigated by the classical salt water drop (SWD) test at room temperature. The corrosive processes and products were observed and analyzed through morphological observation, a scanning electronic microscope (SEM) and an energy dispersive spectrum (EDS). The results show that the anodic and cathode sites can be distinguished clearly during and after the test. The propagation of rusting, and the color, distribution and composition of the final corrosive products of the two kinds of materials are quite different. The SWD corrosive mechanisms of steel with and without galvanized coating are both discussed in this paper. 展开更多
关键词 salt water drop test corrosion GI sheet IF steel sheet Cl- ion
在线阅读 下载PDF
Forming Limit Stress Diagram Prediction of Aluminum Alloy 5052 Based on GTN Model Parameters Determined by In Situ Tensile Test 被引量:22
7
作者 HE Min LI Fuguo WANG Zhigang 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2011年第3期378-386,共9页
The conventional forming limit diagram (FLD) is described as a plot of major strain versus minor strain. However, FLD is dependent on forming history and strain path. In the present study, a forming limit stress-bas... The conventional forming limit diagram (FLD) is described as a plot of major strain versus minor strain. However, FLD is dependent on forming history and strain path. In the present study, a forming limit stress-based diagram (FLSD) has been adopted to predict the fracture limit of aluminum alloy (AA) 5052-O1 sheet. Nakazima test is simulated by plastic constitutive formula derived from the modified Gurson-Tvergaard-Needleman (GTN) model. An in situ tensile test with scanning electron microscope (SEM) is proposed to determine the parameters in GTN model. The damage evolution is observed and recorded, and the parameters of GTN model are identified through counting void fraction at three damage stages of AA5052-O 1. According to the experimental results, the original void volume fraction, the volume fraction of potential nucleated voids, the critical void volume fraction, the void volume fraction at the final failure of material are assigned as 0.002 918, 0.024 9, 0.030 103, 0.048 54, respectively. The stress and strain are obtained at the last loading step before crack. FLSD and FLD of AA5052-O 1 are plotted. Compared with the experimental Nakazima test and uniaxial tensile test, the predicted results show a good agreement. The parameters determined by in situ tensile test can be applied to the research of the forming limit for ductile metals. 展开更多
关键词 forming limit stress diagram GTN model in situ tensile test void damage aluminum alloy 5052-O1 sheet metal forming
原文传递
Stress—strain curves for different loading paths and yield loci of aluminum alloy sheets
8
作者 吴向东 万敏 +1 位作者 韩非 王海波 《中国有色金属学会会刊:英文版》 CSCD 2006年第A03期1460-1464,共5页
To carry out biaxial tensile test in sheet metal, the biaxial tensile testing system was established. True stress—true strain curves of three kinds of aluminum alloy sheets for loading ratios of 4:1, 4:2, 4:3, 4:4, 3... To carry out biaxial tensile test in sheet metal, the biaxial tensile testing system was established. True stress—true strain curves of three kinds of aluminum alloy sheets for loading ratios of 4:1, 4:2, 4:3, 4:4, 3:4, 2:4 and 1:4 were obtained by conducting biaxial tensile test in the established testing systems. It shows that the loading path has a significant influence on the stress—strain curves and as the loading ratio increases from 4:1 to 4:4, the stress—strain curve becomes higher and n-value becomes larger. Experimental yield points for three aluminum alloy sheets from 0.2% to 2% plastic strain were determined based on the equivalent plastic work. And the geometry of the experimental yield loci were compared with the yield loci calculated from several existing yield criteria. The analytical result shows that the Barlat89 and Hosford yield criterion describe the general trends of the experimental yield loci of aluminum alloy sheets well, whereas the Mises yield criterion overestimates the yield stress in all the contours. 展开更多
关键词 应力分析 铝合金 应变 机械性能
在线阅读 下载PDF
碳纤维布加固管桁架节点的工程应用研究 被引量:1
9
作者 童乐为 王甜甜 +5 位作者 徐晓明 高峰 史炜洲 周锋 武诣霖 严斌 《同济大学学报(自然科学版)》 北大核心 2025年第5期697-705,共9页
以体育场屋盖圆钢管桁架节点为对象,开展了碳纤维(CFRP)布加固的工程应用研究,涉及CFRP布缠绕加固空间管节点的步骤策略、环境温度下CFRP布胶粘剂抗剪强度试验、钢管表面涂层对CFRP布胶粘剂粘结强度影响的试验、防火涂料在CFRP布上粘结... 以体育场屋盖圆钢管桁架节点为对象,开展了碳纤维(CFRP)布加固的工程应用研究,涉及CFRP布缠绕加固空间管节点的步骤策略、环境温度下CFRP布胶粘剂抗剪强度试验、钢管表面涂层对CFRP布胶粘剂粘结强度影响的试验、防火涂料在CFRP布上粘结强度的试验、CFRP布加固空间KT型管节点的受力性能试验。研究表明环境温度改变、钢管表面原有涂层都对胶粘剂的粘结强度有影响,CFRP布加固时须选择适用的胶粘剂,打磨掉钢管表面涂层,防火涂料可以在CFRP布上直接喷涂。相比未加固的KT型节点,CFRP加固的节点承载力和延性分别提升了24%和25%。CFRP布加固圆钢管相贯焊接节点是可行和有效的,当需要适度提升承载力时,是一个富有特色的选项。 展开更多
关键词 碳纤维布加固方法 胶接接头抗剪强度试验 胶粘剂‒钢管表面抗拔试验 防火涂料‒碳纤维布抗拔试验 碳纤维布加固KT型管节点试验
在线阅读 下载PDF
基于阵列PCB传感的金属板材缺陷检测系统
10
作者 谭超 朱成昂 +3 位作者 刘伟 张晓龙 谭文瑞 孙梦浩 《传感技术学报》 北大核心 2025年第11期1947-1954,共8页
为提高金属板材缺陷检测效率及缺陷定位准确性,提出一种基于矩形阵列的PCB线圈无损缺陷检测方法。首先,基于麦克斯韦方程组分析了脉冲电磁涡流效应和二次场积分检测原理,利用COMSOL软件模拟了矩形阵列PCB传感线圈的特征参数。研究中,将1... 为提高金属板材缺陷检测效率及缺陷定位准确性,提出一种基于矩形阵列的PCB线圈无损缺陷检测方法。首先,基于麦克斯韦方程组分析了脉冲电磁涡流效应和二次场积分检测原理,利用COMSOL软件模拟了矩形阵列PCB传感线圈的特征参数。研究中,将100 cm^(2)的矩形PCB限定为传感单元,以检测信号强度为目标参数,调整线圈激励频率、导线匝数以及提离值等设计参数,确定最优PCB线圈参数配置。然后,选取优化后的PCB线圈参数对不同缺陷特征的试件进行仿真,获取了各种缺陷的响应特性,并据此制备探头样机和设计信号调理电路。最后,搭建实验平台并对不同几何特征缺陷的试件进行了检测。实验结果表明,该探头传感器能够快速定位缺陷位置,并有效检测金属试件内不同类型特征缺陷。 展开更多
关键词 无损检测 金属板材缺陷检测 脉冲涡流 阵列PCB传感器 有限元仿真
在线阅读 下载PDF
膨胀土边坡桩板-加筋支护结构的工程特性试验研究
11
作者 林宇亮 张震 +3 位作者 周应华 赵飞 何红忠 杨果林 《中南大学学报(自然科学版)》 北大核心 2025年第9期3771-3782,共12页
膨胀土是工程中难以处治的特殊土。为解决桩板-加筋支护结构处治膨胀土边坡应用上组合布置的技术难题,本文依托湖北当阳4970铁路专用线的膨胀土滑坡整治工程开展现场试验。以桩板结构为下部结构、柔性加筋为上部结构对膨胀土边坡进行组... 膨胀土是工程中难以处治的特殊土。为解决桩板-加筋支护结构处治膨胀土边坡应用上组合布置的技术难题,本文依托湖北当阳4970铁路专用线的膨胀土滑坡整治工程开展现场试验。以桩板结构为下部结构、柔性加筋为上部结构对膨胀土边坡进行组合支护。试验中对组合支护结构的土体含水率、水平土压力、竖向土压力、筋材应变、板后侧向压力、水平膨胀力、桩身弯矩等开展长期现场测试与分析。结合筋材应变分布情况,研究加筋土边坡的潜在滑动面的位置分布,并将实测潜在滑动面与根据加筋土挡墙理论方法确定的滑动面进行对比。采用降雨前、后的侧向压力之差确定桩板墙的水平膨胀力,并将实测水平膨胀力与已有方法计算的水平膨胀力分析结果进行对比研究。研究结果表明:加筋土边坡含水率受外部降雨影响明显,降雨量等级对桩板墙后填土含水率影响明显;加筋土边坡竖向土压力总体小于理论计算值,部分区域受竖向膨胀力的影响出现实测竖向压力大于理论值的现象。监测中筋材所受拉力均小于抗拉强度,实测潜在滑动面远离坡面,加筋土边坡安全性有较大的保障。桩板墙侧向压力沿深度呈单峰值分布,墙后水平膨胀力沿深度呈先增后减的趋势。抗滑桩实测弯矩约为极限弯矩的15.1%,桩板-加筋组合结构处于安全服役状态,推荐采用桩板-加筋组合支护技术处治膨胀土边坡。 展开更多
关键词 膨胀土边坡 桩板墙 加筋土边坡 组合结构 现场试验
在线阅读 下载PDF
Evaluation of Contact Pressure in Bending under Tension Test by a Pressure Sensitive Film
12
作者 Luis Fernando Folle Lirio Schaeffer 《Journal of Surface Engineered Materials and Advanced Technology》 2016年第4期201-214,共15页
The contact pressure acting on the sheet/tools interface has been studied because of growing the concern about the wear of tools. Recent studies make use of numerical simulation software to evaluate and correlate this... The contact pressure acting on the sheet/tools interface has been studied because of growing the concern about the wear of tools. Recent studies make use of numerical simulation software to evaluate and correlate this pressure with the friction and wear generated. Since there are many studies that determine the coefficient of friction in sheet metal forming by bending under tension (BUT) test, the contact pressure between the pin and the sheet was measured using a film that has the ability to record the applied pressure. The vertical force applied to pin was also measured. The results indicate that the vertical force is more accurate to set the contact pressure that using equations predetermined. It was also observed that the contact area between the sheet and the pin is always smaller than the area calculated geometrically. The friction coefficient was determined for the BUT test through several equations proposed by various authors in order to check if there is much variation between the results. It was observed that the friction coefficient showed little variation for each equation, and each one can be used. The material used was the commercially pure aluminum, alloy Al1100. 展开更多
关键词 Coefficient of Friction sheet Metal Forming Process Bending under Tension test Contact Pressure Technology Applied to Design
在线阅读 下载PDF
超压与冲量综合作用下金属薄板的塑性变形特性分析与建模
13
作者 商贵昊 商飞 潘正伟 《高压物理学报》 北大核心 2025年第6期46-54,共9页
当前,基于塑性变形的冲击波压力测试研究往往忽视了超压峰值与冲量对金属薄板的共同作用,导致构建的模型应用范围受限。针对上述问题,开展了不同厚度和直径的3种典型金属圆板在不同冲击载荷作用下的数值模拟分析,揭示了圆板变形量与超... 当前,基于塑性变形的冲击波压力测试研究往往忽视了超压峰值与冲量对金属薄板的共同作用,导致构建的模型应用范围受限。针对上述问题,开展了不同厚度和直径的3种典型金属圆板在不同冲击载荷作用下的数值模拟分析,揭示了圆板变形量与超压、冲量、直径及厚度的正负相关性。综合考虑超压与冲量共同作用对薄板变形的影响,使用量纲分析方法建立了“圆板变形挠度-超压/冲量”关系模型。试验数据表明,模型的平均误差为4.84%,满足爆炸场测试精度要求,可用于实际冲击波测试。研究成果可为高能战斗部冲击波毁伤威力测试评估提供测试手段及数据支撑。 展开更多
关键词 冲击波压力测试 金属薄板 塑性变形 量纲分析
在线阅读 下载PDF
张弦金属薄板空间结构模型试验研究 被引量:2
14
作者 秦杰 冯得海 +3 位作者 曹伟 吴金志 张毅刚 钱英欣 《建筑结构》 北大核心 2025年第2期9-17,共9页
基于大跨空间结构“围护+结构”合二为一的设计理念,提出张拉金属薄板空间结构体系。金属薄板具有强度高、面内刚度大的特点,但其面外刚度较弱,对于大跨空间结构,在面外荷载作用下金属薄板变形控制难度大。因此,通过对金属薄板施加面内... 基于大跨空间结构“围护+结构”合二为一的设计理念,提出张拉金属薄板空间结构体系。金属薄板具有强度高、面内刚度大的特点,但其面外刚度较弱,对于大跨空间结构,在面外荷载作用下金属薄板变形控制难度大。因此,通过对金属薄板施加面内预应力提高其面外刚度,同时将索结构与预应力金属薄板结构相结合,构成新的张拉金属薄板空间结构体系,实现围护与结构在大跨空间结构设计上的统一;进行了平面尺寸为6m×4.5m的张弦金属薄板空间结构的模型试验,研究了该结构金属薄板间的连接、预应力施加、结构成形过程、静力加载特性等,并将试验结果与数值模拟结果进行了对比,最后对采用新结构体系的工程实例进行了数值分析。结果表明:张弦金属薄板空间结构体系在成形后具有良好的力学性能,能够充分发挥围护与结构相统一的优点,在各类大跨度料场封闭工程中具有广泛的应用前景。 展开更多
关键词 张弦金属薄板 空间结构 模型试验 施工成形 静力分析
在线阅读 下载PDF
基于SFE-DBNet的医疗化验单影像文本检测
15
作者 沈琪浩 任佳 《计算机与数字工程》 2025年第8期2301-2307,共7页
针对医疗化验单版式繁多、文本种类多样、横向文本错落不齐等文本检测难点,提出一种基于SFE-DBNet(Spatial Feature Enhancement DBNet)模型的医疗化验单文本检测算法。首先,该模型以ResNext50网络+注意力机制作为主干网络,增强特征提... 针对医疗化验单版式繁多、文本种类多样、横向文本错落不齐等文本检测难点,提出一种基于SFE-DBNet(Spatial Feature Enhancement DBNet)模型的医疗化验单文本检测算法。首先,该模型以ResNext50网络+注意力机制作为主干网络,增强特征提取能力和鲁棒性。其次,使用FPEM_FFM模块对特征图进行多尺度特征提取和融合,增强对不同尺度文本的特征提取。最后,引入BLSTM加强对特征图中文本序列特征的提取,提升不同字间距的文本内容的检测能力。在医疗化验单数据集上进行了对比测试,结果表明:论文提出的SFE-DBNet模型查全率达到90.1%,查准率达到96.4%,F1分数达到93.1%,相比于基线模型分别提高了5.0%、4.0%、4.4%。 展开更多
关键词 医疗化验单 文本检测 聚合残差 多尺度融合 注意力机制
在线阅读 下载PDF
船用铝合金薄板低速冲击力学行为研究
16
作者 徐双喜 张浩坤 +3 位作者 谌伟 骆伟 董威 张艳辉 《中国舰船研究》 北大核心 2025年第3期148-157,共10页
[目的]为研究船用铝合金薄板在低速冲击载荷作用下的力学行为,开展5059-H116铝合金板的水平低速冲击动态响应试验。[方法]基于冲击试验,对比不同冲击速度和不同冲击质量下试板的损伤和动态响应;基于混合硬化塑性模型建立低速冲击数值模... [目的]为研究船用铝合金薄板在低速冲击载荷作用下的力学行为,开展5059-H116铝合金板的水平低速冲击动态响应试验。[方法]基于冲击试验,对比不同冲击速度和不同冲击质量下试板的损伤和动态响应;基于混合硬化塑性模型建立低速冲击数值模型,对不同冲击速度作用下的失效过程进行数值模拟,结合有限元方法分析试板尺寸、冲击位置和撞头形状对临界破坏能量的影响,并提出关于临界破坏能量的修正经验公式。[结果]研究结果表明,随着冲击速度的增加,试板的临界破坏能量也相应增加,但其增幅较小;在相同的冲击能量下,不同的冲击质量对铝合金板的临界破坏能量没有影响;临界破坏能量对试板长宽比的敏感性较小;相同截面积钝面撞头的冲击试板临界破坏能量可以视为等效。[结论]研究成果可为铝合金薄板的低速冲击力学行为及承载能力研究提供参考。 展开更多
关键词 铝合金 薄板 低速冲击 临界破坏能量 冲击试验 有限元方法 经验公式
在线阅读 下载PDF
交叉轧制纯钼薄板各向异性断裂及成形极限研究
17
作者 罗欢 樊晓光 代鹏 《塑性工程学报》 北大核心 2025年第12期221-227,共7页
为了研究不同应力状态下纯钼薄板各向异性断裂行为和成形性能,利用单向拉伸和Nakajima实验研究了单向拉伸加载方向和Nakajima试样缺口的大小及方向对纯钼薄板断裂行为的影响。结果表明:随着单向拉伸加载角度的增加,纯钼薄板的屈服应力... 为了研究不同应力状态下纯钼薄板各向异性断裂行为和成形性能,利用单向拉伸和Nakajima实验研究了单向拉伸加载方向和Nakajima试样缺口的大小及方向对纯钼薄板断裂行为的影响。结果表明:随着单向拉伸加载角度的增加,纯钼薄板的屈服应力和断裂应变随加载角度呈W形变化,在0°、45°和90°方向达到峰值,3个方向的r值均小于1。其中,沿45°方向的最大,成形性能有所改善;在Nakajima实验中,试样易于在平面应变状态附近发生断裂,当缺口方向与轧制方向之间的夹角发生改变时,成形极限性能表现不同,随着夹角的增加,纯钼薄板的成形极限曲线越高,材料可承受的应变相对越高。当夹角为45°时,可以抵抗较宽双轴应变范围内的变形。 展开更多
关键词 纯钼薄板 各向异性断裂 Nakajima实验 成形极限图
原文传递
非金属材料变形场的超声测量研究 被引量:1
18
作者 章扬科 金英 +2 位作者 金卫良 裘凯军 李青 《现代电子技术》 北大核心 2025年第4期1-9,共9页
为了实现对非金属材料的实时监测,判断并识别其表面结构是否发生变形或破坏,以便及时采取可靠的预警措施,文中对受外力作用的亚克力板上布置的柔性压电片的电声特性进行了详细分析,搭建了一种可进行外力变形的装置和一套能进行超声检测... 为了实现对非金属材料的实时监测,判断并识别其表面结构是否发生变形或破坏,以便及时采取可靠的预警措施,文中对受外力作用的亚克力板上布置的柔性压电片的电声特性进行了详细分析,搭建了一种可进行外力变形的装置和一套能进行超声检测的传感器系统。该传感器弥补了现有非金属检测设备成本高、操作复杂、难以实际应用的不足。将多块柔性压电片布置在非金属板上,选取最佳的激励频率对其中一块柔性压电片进行激励,通过不断改变材料形变程度来接收并分析其余柔性压电片的响应信号。同时在板上模拟了裂缝,检测该状态下的响应信号变化情况。结果表明:当材料发生形变时,柔性压电片接收的信号会发生变化,且与形变的程度相关;而当出现裂缝时,传播的信号能量会衰减,这种变化和损伤的程度是成正相关的。 展开更多
关键词 非金属材料 超声检测 变形场 柔性压电片 传感器 裂缝
在线阅读 下载PDF
反压桩板挡墙力学性能试验研究
19
作者 干飞 王寿红 +5 位作者 郑刚 周海祚 李美霖 王宏 毕靖 张元胤 《岩土力学》 北大核心 2025年第12期3727-3739,共13页
反压桩板挡墙是一种新型边坡支挡结构,已有工程实践表明其支护性能优越,但对其变形特征及受力机制认识不足。通过反压桩与悬臂桩的模型试验,探讨了砂土回填过程中桩顶位移、桩身变形、内力分布及土压力演化规律。试验结果表明:(1)悬臂... 反压桩板挡墙是一种新型边坡支挡结构,已有工程实践表明其支护性能优越,但对其变形特征及受力机制认识不足。通过反压桩与悬臂桩的模型试验,探讨了砂土回填过程中桩顶位移、桩身变形、内力分布及土压力演化规律。试验结果表明:(1)悬臂桩桩顶水平位移为81.76 mm,是反压桩(12.22 mm)的6.69倍,大变形导致距坡顶51 cm处的土体开裂;(2)反压桩弯矩呈典型的S形分布,出现明显反弯现象,最大弯矩值减小;(3)悬臂桩变形过大,导致垂直于桩身方向的土体重力分量增大,反压桩土压力较悬臂桩减小约15%,反映其良好的应力重分布能力;(4)反压桩通过提供抗倾覆力矩、增强水平抗力及提高桩前土压力3种机制协调作用,有效提升了结构的抗倾覆能力,抑制了滑移趋势,增强了长期稳定性。研究成果为反压桩板挡墙结构优化设计提供了理论依据与试验支撑。 展开更多
关键词 反压桩板挡墙 模型试验 土压力 桩身变形 桩前土抗力
原文传递
菌落总数测试片法用于纺织品抗菌性能测试的可行性研究
20
作者 郑权莉 井婷婷 +3 位作者 王海洋 齐雅宣 陈园园 刘亚和 《纺织科学研究》 2025年第5期42-47,共6页
为探讨菌落总数测试片法用于纺织品抗菌性能测试的可行性,分别采用传统的琼脂平皿法和菌落总数测试片法测定同一烧瓶中的菌液浓度,多角度分析两种测试方法的差异。结果显示,菌落总数测试片法可显著减少试验操作步骤,并极大程度减少耗材... 为探讨菌落总数测试片法用于纺织品抗菌性能测试的可行性,分别采用传统的琼脂平皿法和菌落总数测试片法测定同一烧瓶中的菌液浓度,多角度分析两种测试方法的差异。结果显示,菌落总数测试片法可显著减少试验操作步骤,并极大程度减少耗材占用的体积,进而显著提高测试效率与检测效能;菌落总数测试片法与传统琼脂平皿法测得的菌液浓度的符合率平均值与中位数均接近100%,两种方法测定结果具有较高的一致性,且配对t检验结果显示,两者测得的菌液浓度无显著性差异;对同一菌液的平行测定结果显示,两种方法的相对标准偏差均小于10%,满足菌液浓度测定的精密度要求;不同人员对同一菌液的测定结果显示,两种测试方法的相对标准偏差均小于10%,满足菌液浓度测定的重现性要求,但相较于传统琼脂平皿法,菌落总数测试片法的相对标准偏差略高。综上认为,菌落总数测试片法可显著提高测试效率与检测效能,作为快检方法用于纺织品抗菌性能测试是可行的。 展开更多
关键词 菌落总数测试片 传统琼脂平皿法 一致性 精密度 重现性
在线阅读 下载PDF
上一页 1 2 32 下一页 到第
使用帮助 返回顶部