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Cross-sectional distortion behaviors of thin-walled rectangular tube in rotary-draw bending process 被引量:8
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作者 赵刚要 刘郁丽 +1 位作者 杨合 卢彩红 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2010年第3期484-489,共6页
The cross-sectional distortion usually appears during rotary-draw bending process of thin-walled rectangular tube with small bending radius.To study the cross-sectional distortion of the tube,a three-dimensional finit... The cross-sectional distortion usually appears during rotary-draw bending process of thin-walled rectangular tube with small bending radius.To study the cross-sectional distortion of the tube,a three-dimensional finite-element model of the process was developed based on ABAQUS/Explicit code and its reliability was validated by experiment.Then,the cross-sectional distortion behaviors of the tube were investigated.The results show that a zone of larger circumferential stress appears on the tube when bending angle reaches 30°.And in the larger circumferential stress zone,the sagging phenomenon is produced obviously.The maximum cross-sectional distortion is located in the larger circumferential stress zone and the angle between the plane of maximum cross-sectional distortion and the bending reference plane is about 50°.The position of the maximum cross-sectional distortion keeps almost unchanged with the variation of the clearances between dies and tube. 展开更多
关键词 thin-walled rectangular tube aluminum alloy 3A21 rotary-draw bending cross-sectional distortion die clearance
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Cross-sectional deformation behavior of double-ridged rectangular tube with fillers in different stages of H-typed bending 被引量:5
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作者 Chunmei LIU Yuli LIU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2020年第6期1799-1811,共13页
The bent double-ridged rectangular tube(DRRT)with high forming quality is helpful to improve the microwave transmission accuracy.For reducing the cross-sectional deformation in the H-typed bending process,in addition ... The bent double-ridged rectangular tube(DRRT)with high forming quality is helpful to improve the microwave transmission accuracy.For reducing the cross-sectional deformation in the H-typed bending process,in addition to using rigid mandrel to support the inside of tube,ridge groove fillers are also added to restrict the deformation of ridge grooves.Because of the change of stress and strain state of bent tube in bending,rigid mandrel retracting and specially twicespringback stages,and the springback of fillers,the cross-sectional deformation of tube in each stage may be different.Therefore,based on the ABAQUS platform,the finite element models(FEM)for H-typed bending,mandrel retracting and twice-springback stages of H96 DRRT with fillers were established and validated.It is found that,for the height and width deformation of tube and spacing deformation of ridge grooves,retraction of mandrel can make the distribution of these deformations more uniform along the bending direction.The first springback can reduce these deformations significantly,which should be emphasized.But the second springback only increases them by less amount,which can be ignored.The smaller height deformation of ridge groove and filler can be neglected. 展开更多
关键词 cross-sectional deformation FE simulation H96 double-ridged rectangular tube H-typed rotary draw bending Ridge groove fillers Twice-springback stage
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Cross-sectional deformation of H96 brass double-ridged rectangular tube in rotary draw bending process with different yield criteria 被引量:1
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作者 Yangyang XIA Yuli LIU Mengmeng LIU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2020年第6期1788-1798,共11页
Different yield criterion has great difference in predicting the deformation of tube with different material.In order to improve the prediction accuracy of the cross-sectional deformation of the double-ridged rectangu... Different yield criterion has great difference in predicting the deformation of tube with different material.In order to improve the prediction accuracy of the cross-sectional deformation of the double-ridged rectangular tube(DRRT)during rotary draw bending(RDB)process,Mises isotropic yield criterion,Hill’48 and Barlat/Lian anisotropic yield criteria commonly used in practical engineering are introduced to simulate RDB of DRRT.The inverse method combining uniaxial tensile test of whole tube and response surface methodology was proposed to identify the parameters of Hill’48 and Barlat/Lian yield criteria of small-sized H96 brass extrusion DRRT as well.Then based on ABAQUS/Explicit platform,the FE models of RDB process of DRRT considering Mises,Hill’48 and Barlat/Lian yield criteria were built.The results show that:The variation trend of cross-sectional deformation ratio is same when using different yield criteria.The cross-sectional deformation ratio by using Mises yield criterion is close to that by using Hill’48 yield criterion.However,there is a quite difference between by using Barlat/Lian yield criterion and by using Mises or Hill’48 yield criteria.The prediction values of cross-sectional height deformation by using three yield criteria all underestimate the experiment ones,and the prediction values of cross-sectional width deformation overestimate the experiment ones.By comparing the simulation results of cross-sectional deformation of the DRRT with different yield criteria and experiment ones,Barlat/Lian yield criterion is found to be suitable for describing the RDB process of DRRT. 展开更多
关键词 Anisotropy yield criterion cross-sectional deformation H96 double-ridged rectangular tube H-type rotary draw bending Inverse method
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Saint-Venant torsion analysis of bars with rectangular cross-section and effective coating layers
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作者 H.TEIMOORI R.T.FAAL R.DAS 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2016年第2期237-252,共16页
This paper investigates the torsion analysis of coated bars with a rectangular cross-section. Two opposite faces of a bar are coated by two isotropie layers with different materials of the original substrate that are ... This paper investigates the torsion analysis of coated bars with a rectangular cross-section. Two opposite faces of a bar are coated by two isotropie layers with different materials of the original substrate that are perfectly bonded to the bar. With the Saint- Venant torsion theory, the governing equation of the problem in terms of the warping function is established and solved using the finite Fourier cosine transform. The state of stress on the cross-section, warping of the cross-section, and torsional rigidity of the bar are evaluated. Effects of thickness of the coating layers and material properties on these quantities are investigated. A set of graphs are provided that can be used to determine the coating thicknesses and material properties so as to keep the maximum von Mises stress on the cross-section below an allowable value for effective use of the coating layer. 展开更多
关键词 Saint-Venant torsion rectangular cross-section coating layer torsional rigidity
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Measurement and Correlation of Pressure Drop for Gas-Liquid Two-phase Flow in Rectangular Microchannels 被引量:16
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作者 MA Youguang JI Xiyan WANG Dongji FU Taotao ZHU Chunying 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2010年第6期940-947,共8页
The pressure drop of gas-liquid two-phase flow in microchannel is of fundamental importance in heat and mass transfer processes. In this work,the pressure drop of gas-liquid two-phase flow in horizontal rectangular cr... The pressure drop of gas-liquid two-phase flow in microchannel is of fundamental importance in heat and mass transfer processes. In this work,the pressure drop of gas-liquid two-phase flow in horizontal rectangular cross-section microchannels was measured by a pressure differential transducer system. Water,ethanol and n-propanol were used as liquid phase to study the effects of capillary number on pressure drop;air was used as the gas phase. Four microchannels with various dimensions of 100 μm× 200 μm,100 μm× 400 μm,100 μm× 800 μm and 100 μm× 2000 μm(depth × width) were used for determining the influence of configuration on the pressure drop. Experimental results showed that in micro-scale,the capillary number also affected the pressure drop remarkably,and in spite of only one-fold difference in aspect ratio,the variation of pressure drop reached up to near three times under the same experimental conditions. Taking the effects of aspect ratio and surface tension into account,a modi-fied correlation for Chisholm parameter C in the Chisholm model was proposed for predicting the frictional multi-plier,and the predicted values by the proposed correlation showed a satisfactory agreement with experimental data. 展开更多
关键词 pressure drop rectangular cross-section microchannel surface tension configuration influence Chis-holm parameter C
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Fracture analyses of different pre-holed concrete specimens under compression 被引量:5
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作者 Hadi Haeri Alireza Khaloo Mohammad Fatehi Marji 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2015年第6期855-870,共16页
Crack propagation processes in specially prepared concrete discs and rectangular specimens containing a single cylindrical hole or multiple holes of varying diameters have been studied both experimentally and numerica... Crack propagation processes in specially prepared concrete discs and rectangular specimens containing a single cylindrical hole or multiple holes of varying diameters have been studied both experimentally and numerically. In this research, the cracks coalescence paths in Brazilian disc and rectangular specimens made from rock-like material containing multi-holes are investigated. These concrete specimens are specially prepared from an appropriate mixture of Portland Pozzolana Cement (PPC), fine sands, and water. The pre-holed Brazilian discs and rectangular specimens are experimentally tested under compression. The breakage load in the ring type disc specimens containing an axial hole with varying diameters is measured and the distribution of the induced lateral stress is obtained. The mechanism of cracks propagation in the wall of the ring type specimens is also stud- ied. In the case of multi-hole Brazilian disc and rectangular specimens, the cracks propagation and cracks coalescence are also investigated. These experiments are numerically modeled by a modified higher order displacement discontinuity method. It has been shown that the corresponding experimental and numerical results are in good agreement with each other. The results presented in this research vali date the accuracy and applicability of these crack analyses procedures. 展开更多
关键词 Concrete rings Pre-holed Brazilian disc ·rectangular specimens Crack analyses Coalescence ·Induced lateral stress
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An exact analytical solution for convective heat transfer in rectangular ducts 被引量:1
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作者 Mohammad Mohsen SHAHMARDAN Mahmood NOROUZI +1 位作者 Mohammad Hassan KAYHANI Amin AMIRI DELOUEI 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第10期768-781,共14页
An exact analytical solution is obtained for convective heat transfer in straight ducts with rectangular cross-sections for the first time.This solution is valid for both H1 and H2 boundary conditions,which are relate... An exact analytical solution is obtained for convective heat transfer in straight ducts with rectangular cross-sections for the first time.This solution is valid for both H1 and H2 boundary conditions,which are related to fully developed convective heat transfer under constant heat flux at the duct walls.The separation of variables method and various other mathematical techniques are used to find the closed form of the temperature distribution.The local and mean Nusselt numbers are also obtained as functions of the aspect ratio.A new physical constraint is presented to solve the Neumann problem in non-dimensional analysis for the H2 boundary conditions.This is one of the major innovations of the current study.The analytical results indicate a singularity occurs at a critical aspect ratio of 2.4912 when calculating the local and mean Nusselt numbers. 展开更多
关键词 Exact analytical solution Convective heat transfer Straight duct rectangular cross-section Constant heat flux
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PLASTIC POST-BUCKLING OF A SIMPLY SUPPORTED COLUMN WITH A SOLID RECTANGULAR CROSS-SECTION
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作者 程尧舜 卢文达 方红 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1995年第8期713-722,共10页
The plastic post-buckling of a simply supported column with a solid rectangularcross-section is analysed by a new approach. High order terms in the asymptotic post-buckling expansions are carried out. In some aspect... The plastic post-buckling of a simply supported column with a solid rectangularcross-section is analysed by a new approach. High order terms in the asymptotic post-buckling expansions are carried out. In some aspects, the method proposed in thispaper is similar io Hutchinson's. However, the computation is simple since theintroduction is avoided of stretched coordinates. The method can be used to analyseinitial post-bifurcation of plates and shells in the plastic range. 展开更多
关键词 plastic post-buckling PERTURBATION columns of rectangular cross-section
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拉伸试样类型的选择对中厚钢板拉伸性能的影响
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作者 王东柱 高小勇 《理化检验(物理分册)》 CAS 2024年第12期45-47,共3页
在室温环境下对厚度为90 mm的Q460C热轧钢板矩形和圆形拉伸试样进行对比试验。结果表明:与矩形拉伸试样相比,圆形拉伸试样屈服强度和抗拉强度的测量值相对更低,这是因为钢板厚度方向的显微组织存在差异。
关键词 拉伸试验 圆形试样 矩形试样 中厚钢板 力学性能
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混凝土长方柱抗压强度及尺寸效应试验研究 被引量:1
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作者 李振宝 孙粉粉 +1 位作者 郭二伟 张红贤 《混凝土》 CAS CSCD 北大核心 2013年第5期1-5,共5页
国内外研究及设计规范大多采用棱柱体或圆柱体作为混凝土轴心抗压强度的标准试件,对长方柱的抗压强度研究较少。通过对16组不同尺寸的混凝土长方柱的轴压试验,研究其极限荷载及抗压强度。结果表明:长方柱混凝土抗压强度随着长、宽、高... 国内外研究及设计规范大多采用棱柱体或圆柱体作为混凝土轴心抗压强度的标准试件,对长方柱的抗压强度研究较少。通过对16组不同尺寸的混凝土长方柱的轴压试验,研究其极限荷载及抗压强度。结果表明:长方柱混凝土抗压强度随着长、宽、高的增加而降低,具有明显的尺寸效应;并通过分析拟合得到轴心抗压强度的尺寸效应修正系数,轴心抗压强度修正值和极限荷载修正值均与试验值较为接近。 展开更多
关键词 混凝土长方柱 轴心抗压强度 尺寸效应 试验研究
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抗震设计中钢筋混凝土柱矩形约束箍筋 被引量:2
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作者 邹银生 刘伯贤 《工程力学》 EI CSCD 1990年第2期49-56,共8页
本文通过20根配有矩形约束箍筋的钢筋混凝土柱,在单向一次荷载和循环反复荷载下的试验,研究了轴压比和配箍率对柱延性的影响;用有限元法对钢筋混凝土压弯构件进行了荷载一位移曲线的全过程分析。文中通过对试验和计算结果的分析,给出了... 本文通过20根配有矩形约束箍筋的钢筋混凝土柱,在单向一次荷载和循环反复荷载下的试验,研究了轴压比和配箍率对柱延性的影响;用有限元法对钢筋混凝土压弯构件进行了荷载一位移曲线的全过程分析。文中通过对试验和计算结果的分析,给出了柱塑性铰区域内矩形约束箍筋数量的计算公式。 展开更多
关键词 钢筋混凝土 矩形 约束箍筋 抗震
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长方形岩石抗拉强度测试方法研究 被引量:3
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作者 王志 《地下空间与工程学报》 CSCD 北大核心 2015年第2期370-374,403,共6页
使用长方形试样的劈裂试验测定岩石抗拉强度时,仍然沿用巴西圆盘抗拉强度计算公式,与实际情况差异较大。基于平面应力状态假设,通过平面应力问题的傅立叶级数解答推导了长方形岩石劈裂应力计算公式,经计算发现,截面最大拉应力出现在试... 使用长方形试样的劈裂试验测定岩石抗拉强度时,仍然沿用巴西圆盘抗拉强度计算公式,与实际情况差异较大。基于平面应力状态假设,通过平面应力问题的傅立叶级数解答推导了长方形岩石劈裂应力计算公式,经计算发现,截面最大拉应力出现在试样对称轴上的某一点,且随着试样宽长比b/a的减小,最大拉应力逐渐接近试样中心点的拉应力,通过计算截面形状函数,确定最大拉应力出现的位置,建立了方形岩石劈裂抗拉强度计算公式。经砂岩与大理岩劈裂试验验证,该计算公式计算得到的抗拉强度值一致性较好,能真实反映岩石的力学性能,是测定岩石抗拉强度的一种有效方法,建议采用b/a小于1且2a大于70 mm的试样进行岩石方形劈裂抗拉强度测定。 展开更多
关键词 长方形试样 劈裂实验 抗拉强度 傅立叶级数 岩石
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矩形横截面试样三点测量方式的最大弯曲应变计算方法
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作者 陈武 高怡斐 梁新邦 《物理测试》 CAS 2011年第3期36-37,共2页
矩形横截面试样最大弯曲应变的测量方法一般较多使用四点测量方式。但三点测量方式也有其优点,只有三测量通道。结构得以大大简化,实现自动化测量相对简单。通过推导,国家标准GB/T1040.4-2006和国际标准ISO527-4:1997附录B给出的三点式... 矩形横截面试样最大弯曲应变的测量方法一般较多使用四点测量方式。但三点测量方式也有其优点,只有三测量通道。结构得以大大简化,实现自动化测量相对简单。通过推导,国家标准GB/T1040.4-2006和国际标准ISO527-4:1997附录B给出的三点式测定方法的计算公式有错误。 展开更多
关键词 矩形截面试样 三点测量 最大弯曲应变
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紧凑拉伸试件应力强度因子的解析-变分解法以及有关系统计算结果
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作者 崔德渝 张行 傅东山 《计算结构力学及其应用》 CSCD 1993年第3期271-279,共9页
本文推导了在材料断裂性能测试中常见的受钉传载荷含边缘裂纹试件应力与位移的函数项级数表达式。该级数逐项满足弹性力学所有基本方程、裂纹表面边界条件与绕钉孔的合力平衡条件以及位移单值条件。通过以最小势能原理为基础的变分方程... 本文推导了在材料断裂性能测试中常见的受钉传载荷含边缘裂纹试件应力与位移的函数项级数表达式。该级数逐项满足弹性力学所有基本方程、裂纹表面边界条件与绕钉孔的合力平衡条件以及位移单值条件。通过以最小势能原理为基础的变分方程满足其余的静力边界条件,从而求解级数中的待定系数并确定应力强度因子。计算结果表明,级数收敛迅速、正确,计算节省机时,简化数据准备工作。本文还通过计算指出了目前通用的有关矩形紧凑拉伸试件应力强度因子计算公式与曲线的不准确性并且给出了正确、系统的计算曲线,同时还提供了圆形紧凑拉伸试件系统的计算结果。 展开更多
关键词 应力强度因子 解析变分解法 裂纹
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铝合金箔材条形试样改为矩形试样拉伸试验工艺研究
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作者 马月 赵胜强 谭树栋 《黑龙江冶金》 2016年第1期9-12,共4页
本试验以0.1mm^0.2mm厚度的箔材为研究对象,研究了箔材试样形状的改变对箔材力学性能结果的影响。试验对比分析了两种试样规定非比例伸长应力、抗拉强度和相对伸长率的检测数值,同时对比分析了两种试样的断裂位置、断裂特征以及矩形试... 本试验以0.1mm^0.2mm厚度的箔材为研究对象,研究了箔材试样形状的改变对箔材力学性能结果的影响。试验对比分析了两种试样规定非比例伸长应力、抗拉强度和相对伸长率的检测数值,同时对比分析了两种试样的断裂位置、断裂特征以及矩形试样使用标距轮或标距线确定标距的不同影响。结果表明,矩形试样的性能检测数值稳定性和断裂位置优于条形试样,可代替条形试样成为箔材力学性能检测的标准试样。 展开更多
关键词 条形试样 矩形试样 拉伸试验
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管线钢管拉伸试验的研究 被引量:10
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作者 孙宏 《钢管》 CAS 2009年第3期56-58,共3页
介绍了近年来采用各种拉伸试样测试管线钢管周向拉伸性能的试验方法。研究发现矩形试样对钢管的拉伸性能有一定程度的低估,圆棒试样的屈服强度值要高于相对应的矩形试样,且接近于环胀试样测得的值,特别是当钢管经过水压试验后,矩形试样... 介绍了近年来采用各种拉伸试样测试管线钢管周向拉伸性能的试验方法。研究发现矩形试样对钢管的拉伸性能有一定程度的低估,圆棒试样的屈服强度值要高于相对应的矩形试样,且接近于环胀试样测得的值,特别是当钢管经过水压试验后,矩形试样和圆棒试样的抗拉强度差异不大。拉伸试验方法及取样时钢管工序的不同,影响到钢管管体横向屈服强度检测结果。 展开更多
关键词 管线钢管 拉伸试验 矩形试样 圆棒试样 环胀试样
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矩形拉伸试样夹持位置对金属材料强度测试值的影响
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作者 高小勇 朱启茂 闫巍 《理化检验(物理分册)》 CAS 2012年第6期359-361,382,共4页
通过X70管线钢板和S690QL高强钢板的室温拉伸试验,研究了矩形拉伸试样夹持位置对钢材强度测试值的影响。结果表明:在试验人员、试验机及引伸计、试样、试验方案、试验环境均相同的前提下,试样夹持在夹头的边缘与夹持在夹头的中间相比,... 通过X70管线钢板和S690QL高强钢板的室温拉伸试验,研究了矩形拉伸试样夹持位置对钢材强度测试值的影响。结果表明:在试验人员、试验机及引伸计、试样、试验方案、试验环境均相同的前提下,试样夹持在夹头的边缘与夹持在夹头的中间相比,测得的下屈服强度ReL、上屈服强度ReH和抗拉强度Rm几乎没有变化,但会造成试样的拉伸应力-应变曲线弹性变形阶段异常,从而影响对规定塑性延伸强度Rp0.2及规定总延伸强度Rt0.5的测试。 展开更多
关键词 矩形拉伸试样 试样夹持位置 应力-应变曲线 强度
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固体推进剂和矩形试件的磁性能试验研究
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作者 郭涛 吕洋 +2 位作者 王宁 赵宝杰 解社娟 《导弹与航天运载技术(中英文)》 CSCD 北大核心 2023年第5期42-46,66,共6页
为分析固体推进剂在外界磁场下的磁特征,利用亥姆霍兹线圈产生均匀磁场,开展不同磁场强度下固体推进剂和矩形试件的磁性能变化规律研究。试验结果表明,准静态磁场中端羟基聚丁二烯(Hydroxyl Terminated PolyButadiene,HTPB)和硝酸酯增... 为分析固体推进剂在外界磁场下的磁特征,利用亥姆霍兹线圈产生均匀磁场,开展不同磁场强度下固体推进剂和矩形试件的磁性能变化规律研究。试验结果表明,准静态磁场中端羟基聚丁二烯(Hydroxyl Terminated PolyButadiene,HTPB)和硝酸酯增塑聚醚(Nitrate Ester Plasticised Polyether,NEPE)推进剂、三元乙丙橡胶(Ethylene Propylene Diene Monomer,EPDM)绝热层和T700碳纤维复合材料等均表现为极弱或没有磁性,D406A合金钢磁感应强度呈现非线性增大趋势,而45#钢和20#钢的磁感应强度增加量分别为6.1%和5.6%。试验后D406A合金钢存在剩磁,磁场强度约0.5~0.7mT,而45#钢和20#钢则不存在剩磁,产生差异的原因主要与过渡金属类型和含量相关。当离开推进剂表面一定距离或推进剂厚度增加时,矩形试件的磁感应强度迅速衰减,当距离超过5mm时,无限趋近于外界背景磁场。 展开更多
关键词 固体推进剂 矩形试件 磁性能 磁感应强度
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超声波检测矩形钢管混凝土脱空缺陷的研究 被引量:21
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作者 董军锋 王耀南 昝帅 《建筑科学》 CSCD 北大核心 2018年第1期103-107,共5页
超声波作为检测钢管混凝土内部密实度和缺陷的重要手段,在国内工程检测领域已得到应用。本文以足尺矩形钢管混凝土试件作为研究对象,对自密实混凝土的脱空缺陷采用超声波进行测试,提出了较为准确的脱空缺陷声速判断方法。采用压力灌浆... 超声波作为检测钢管混凝土内部密实度和缺陷的重要手段,在国内工程检测领域已得到应用。本文以足尺矩形钢管混凝土试件作为研究对象,对自密实混凝土的脱空缺陷采用超声波进行测试,提出了较为准确的脱空缺陷声速判断方法。采用压力灌浆对缺陷进行处理试验并进行效果验证,提出有效的处理方法。 展开更多
关键词 自密实钢管混凝土 矩形钢管 足尺试件 脱空缺陷 超声波特性
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