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斜交微面上应力合理的充要条件 被引量:1
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作者 储鹏程 《力学与实践》 CSCD 北大核心 1993年第2期61-62,共2页
文[1]认为应力互换定律不是斜交微面上应力合理的充要条件,笔者认为值得商榷.斜交微面上应力合理的涵义应该是斜交,微面上的应力应满足微体的全部有效的静力平衡方程.由文[2]所设立的楔形微体(图1)
关键词 斜交微面 应力合理 充要条件
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复合顶板动压巷道锚索失效机理及合理预应力研究 被引量:3
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作者 郭相平 张占涛 《煤炭工程》 北大核心 2015年第11期48-51,共4页
受强烈动压影响的复合顶板巷道锚索经常会发生大面积支护失效,致使此类巷道在使用过程中需多次维修,成本高,影响安全。文章分析了锚索失效的机理,指出动压影响复合顶板锚索施工过程中预紧力不足是导致锚索支护失效的主要原因。并通过数... 受强烈动压影响的复合顶板巷道锚索经常会发生大面积支护失效,致使此类巷道在使用过程中需多次维修,成本高,影响安全。文章分析了锚索失效的机理,指出动压影响复合顶板锚索施工过程中预紧力不足是导致锚索支护失效的主要原因。并通过数值模拟和试验研究了导致锚索支护失效的关键影响因素,提出了合理的锚索长度应该在4~6m。现场试验证明,合理的锚索预紧力不仅可以缩短锚索长度,而且可以显著改善巷道的支护效果。 展开更多
关键词 复合顶板 锚索支护 失效机理 合理应力 强烈动压
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大跨径预应力混凝土连续箱梁桥合理应力状态设计参数分析 被引量:5
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作者 郭明华 侯海涛 +2 位作者 刘奎太 王建民 王帅 《青岛理工大学学报》 CAS 2019年第2期31-37,87,共8页
结合理论计算和实桥分析,对影响大跨径预应力混凝土连续箱梁合理应力状态的参数进行分析,以控制投入运营后结构的长期下挠变形.首先根据大跨径连续箱梁结构特点,采用按龄期调整的有效模量法并考虑其他4个影响徐变和收缩效应计算的因素... 结合理论计算和实桥分析,对影响大跨径预应力混凝土连续箱梁合理应力状态的参数进行分析,以控制投入运营后结构的长期下挠变形.首先根据大跨径连续箱梁结构特点,采用按龄期调整的有效模量法并考虑其他4个影响徐变和收缩效应计算的因素提出了长期效用计算合理方法;然后以悬臂浇筑施工1座大型预应力混凝土连续箱梁桥为工程背景,采用分离式断面模型分析了结构设计参数(支点梁高、跨中梁高、支点截面底板厚度、腹板厚度等)与长期挠度的相关性,并以"零弯矩理论"为依据、考虑悬臂拼装4个阶段进行了预应力设计;通过对墩顶截面应力梯度的分析,明确了合理成桥应力状态设计方案. 展开更多
关键词 大跨径梁桥 合理成桥应力状态 应力 长期下挠 时变效应
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钢—混叠合梁拱桥索梁锚固区合理应力状态参数
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作者 李文龙 孙建渊 《山西建筑》 2012年第14期172-173,共2页
以兰州某钢—混叠合梁拱桥为例,对钢—混叠合梁系杆拱桥索梁锚固区合理应力状态的影响因素进行了分析,采用有限元方法,将组成索梁锚固区的锚固构件厚度作为参数进行了研究,解决了设计实践中对各板厚度影响大小不明确的问题。
关键词 钢-混叠合梁拱桥 索梁锚固区 合理应力状态 参数分析
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沥青稳定基层单轴蠕变试验中应力水平的确定
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作者 李小山 傅军 《中外公路》 北大核心 2012年第3期100-103,共4页
首先基于沥青稳定基层变形特性的分析,提出较简单的单轴静态压缩蠕变试验能较好地完成其变形测试;然后选取典型路面结构参数,通过弹性层状体系分析程序BISAR3.0计算沥青稳定基层内部压应力的分布。结果表明:确定蠕变试验合理的加载应力... 首先基于沥青稳定基层变形特性的分析,提出较简单的单轴静态压缩蠕变试验能较好地完成其变形测试;然后选取典型路面结构参数,通过弹性层状体系分析程序BISAR3.0计算沥青稳定基层内部压应力的分布。结果表明:确定蠕变试验合理的加载应力中两个最重要的影响因素为面层厚度与轴载大小;然后再以Shell平均应力系数理论,分析不同面层厚度和轴载情况下沥青稳定基层的平均应力,确定出合理的蠕变试验应力水平值;最后通过室内蠕变试验的结果分析进行验证,表明对于沥青稳定基层材料进行的单轴蠕变试验采用0.1~0.5MPa的应力是合理的。 展开更多
关键词 沥青稳定基层 永久变形 平均应力系数 单轴蠕变试验 合理应力水平
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Effect of heat treatment on stress corrosion cracking, fracture toughness and strength of 7085 aluminum alloy 被引量:20
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作者 陈送义 陈康华 +2 位作者 董朋轩 叶升平 黄兰萍 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2014年第7期2320-2325,共6页
The influences of heat treatment on stress corrosion cracking (SCC), fracture toughness and strength of 7085 aluminum alloy were investigated by slow strain rate testing, Kahn tear testing combined with scanning ele... The influences of heat treatment on stress corrosion cracking (SCC), fracture toughness and strength of 7085 aluminum alloy were investigated by slow strain rate testing, Kahn tear testing combined with scanning electron microscopy (SEM) and transmission electron microscopy (TEM). The results show that the fracture toughness of T74 overaging is increased by 22.9% at the expense of 13.6% strength, and retrogression and reaging (RRA) enhances fracture toughness 14.2% without reducing the strength compared with T6 temper. The fracture toughness of dual-retrogression and reaging (DRRA) is equivalent to that of T74 with an increased strength of 14.6%. The SCC resistance increases in the order: T6〈RRA〈DRRA≈T74. The differences of fracture toughness and SCC were explained on the basis of the role of matrix precipitates and grain boundary orecioitates. 展开更多
关键词 7085 aluminum alloy heat treatment stress corrosion cracking fracture toughness
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张弦梁结构受力性能研究 被引量:4
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作者 刘航 李晨光 李洪泉 《建筑技术开发》 2005年第12期5-8,共4页
对体外预应力张弦梁结构在竖向荷载下的受力性能进行了系统的研究,通过理论分析给出了单向张弦梁结构合理预应力的计算方法,并对单向张弦梁的合理高跨比和上下弦刚度比进行了探讨.在此基础上,进一步提出了双向张弦梁结构合理预应力及高... 对体外预应力张弦梁结构在竖向荷载下的受力性能进行了系统的研究,通过理论分析给出了单向张弦梁结构合理预应力的计算方法,并对单向张弦梁的合理高跨比和上下弦刚度比进行了探讨.在此基础上,进一步提出了双向张弦梁结构合理预应力及高跨比的计算方法. 展开更多
关键词 张弦梁结构 合理应力 高跨比 刚度比
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基于仿真的新型类张拉整体网壳结构的施工分析
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作者 远方 肖禹 《四川建筑科学研究》 北大核心 2008年第1期225-228,共4页
提出了一种新型的预制类张拉整体结构,通过仿真的方法对结构进行均布荷载作用下的受力分析,并根据内力分布的特点确定了相应的施工方法。
关键词 仿真 类张拉整体结构 拉索合理应力 网壳施工
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Effect of Silicon-on-Insulator Substrate on Residual Strain in 3C-SiC Films
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作者 王晓峰 黄风义 +5 位作者 孙国胜 王雷 赵万顺 曾一平 李海鸥 段晓峰 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2005年第9期1681-1687,共7页
One group of SiC films are grown on silicon-on-insulator (SOI) substrates with a series of silicon-overlayer thickness. Raman scattering spectroscopy measurement clearly indicates that a systematic trend of residual... One group of SiC films are grown on silicon-on-insulator (SOI) substrates with a series of silicon-overlayer thickness. Raman scattering spectroscopy measurement clearly indicates that a systematic trend of residual stress reduction as the silicon over-layer thickness decreases for the SOI substrates. Strain relaxation in the SiC epilayer is explained by force balance approach and near coincidence lattice model. 展开更多
关键词 RAMAN strain relaxation force balance principle near coincidence lattice model
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鱼腹梁结构受力变形的解析解及合理预应力值的确定 被引量:4
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作者 许绮炎 《建筑结构》 CSCD 北大核心 2020年第S02期783-788,共6页
作为一项内支撑新技术,预应力鱼腹梁钢支撑体系具有大跨度、大空间的优势,已广泛应用于基坑工程中,但关于鱼腹梁结构的受力变形特性及预应力值的研究还很少。为便于分析,本文将鱼腹梁结构简化成一次超静定的张弦梁结构,基于某些合理假定... 作为一项内支撑新技术,预应力鱼腹梁钢支撑体系具有大跨度、大空间的优势,已广泛应用于基坑工程中,但关于鱼腹梁结构的受力变形特性及预应力值的研究还很少。为便于分析,本文将鱼腹梁结构简化成一次超静定的张弦梁结构,基于某些合理假定,推导得出鱼腹梁结构受力变形的解析解,并分析鱼腹梁跨度、矢高、上下弦刚度及预应力对上弦梁挠度的影响。取上弦梁挠度为零时的预应力值为合理预应力值,并与规范值比较,发现两者是等价的。采用有限元分析软件MIDAS/GTS模拟鱼腹梁实例并与解析解对比,结果表明:当预应力值不超过合理预应力值时,解析解和有限元结果吻合得较好,可供工程设计参考;但当预应力继续增大时,两者偏差很大,并分析了原因。最后,针对鱼腹梁结构的预应力施加情况,提出了几点有益建议。 展开更多
关键词 基坑 鱼腹梁 张弦梁 解析解 合理应力
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Principle and practice of coupling support of double yielding shell of soft rock roadway under high stress 被引量:10
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作者 Li Chong Wang Zhongliang Liu Tao 《International Journal of Mining Science and Technology》 SCIE EI 2014年第4期513-518,共6页
In order to ensure the safety and stability of the soft rock roadway under high stress, based on the char- acteristics of the surrounding rock deformation and failure, this paper presented the support technology“coup... In order to ensure the safety and stability of the soft rock roadway under high stress, based on the char- acteristics of the surrounding rock deformation and failure, this paper presented the support technology“coupling support of double yielding shell”, then gave the design method of inner and outer shells and analyzed the principle and requirements of the support technology by taking the -850 meast belt mad-way of Qujiang coal mine as the background. The field application results show that the support technol- ogy can control the soft rock roadway deformation better under high stress. The displacement between roadway sides was 851 mm, the displacement of the roof was 430 mm, and the displacement of the floor was 510 mm. 展开更多
关键词 High stress soft rock roadway Yielding shell Reticulated shell Short bolting
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Stress corrosion cracking behaviour of 7xxx aluminum alloys: A literature review 被引量:27
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作者 A.C.UMAMAHESHWER RAO V.VASU +1 位作者 M.GOVINDARAJU K.V.SAI SRINADH 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2016年第6期1447-1471,共25页
Stress corrosion cracking (SCC) is degradation of mechanical properties under the combined action of stress and corrosive environment of the susceptible material. Out of eight series of aluminium alloys, 2xxx, 5xxx... Stress corrosion cracking (SCC) is degradation of mechanical properties under the combined action of stress and corrosive environment of the susceptible material. Out of eight series of aluminium alloys, 2xxx, 5xxx and 7xxx aluminium alloys are susceptible to SCC. Among them, 7xxx series aluminium alloys have specific application in aerospace, military and structural industries due to superior mechanical properties. In these high strength 7xxx aluminium alloys, SCC plays a vital factor of consideration, as these failures are catastrophic during the service. The understanding of SCC behaviour possesses critical challenge for this alloy. The main aim of this review paper is to understand the effect of constituent alloying elements on the response of microstructural variation in various heat-treated conditions on SCC behavior. Further, review was made for improving the SCC resistance using thermomechanical treatments and by surface modifications of 7xxx alloys. Apart from a brief review on SCC of 7xxx alloys, this paper presents the effect of stress and pre-strain, effect of constituent alloying elements in the alloy, and the effect of environments on SCC behaviour. In addition, the SCC behaviours of weldments, 7xxx metal matrix composites and also laser surface modifications were also reviewed. 展开更多
关键词 7xxx aluminum alloy stress corrosion cracking heat treatment microstructure corrosive environment thermomechanical treatment
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大跨径系杆拱桥的系杆设计 被引量:6
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作者 宁茂堂 《中外公路》 2004年第1期20-22,共3页
以东莞水道特大桥 (主跨为 2 80m中承式钢管混凝土系杆拱桥 )为例 ,介绍了大跨径系杆拱桥的系杆设计要点 ,并给出了大跨径系杆拱桥有关系杆设计的计算方法。
关键词 大跨径系杆拱桥 桥梁设计 系杆设计 张拉控制力 合理应力 张拉伸长量 下料长度 应力损失 系杆更换
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Stress distribution and its influencing factors of bottom-hole rock in underbalanced drilling 被引量:3
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作者 ZHANG Ran LI Gen-sheng TIAN Shou-ceng 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第7期1766-1773,共8页
The underbalanced drilling has been widely used due to its advantages of high drilling efficiency and low cost etc., especially for hard formation drilling. These advantages, however, are closely related to the stress... The underbalanced drilling has been widely used due to its advantages of high drilling efficiency and low cost etc., especially for hard formation drilling. These advantages, however, are closely related to the stress state of the bottom-hole rock; therefore, it is significant to research the stress distribution of bottom-hole rock for the correct understanding of the mechanism of rock fragmentation and high penetration rate. The stress condition of bottom-hole rock is very complicated while under the co-action of overburden pressure, horizontal in-situ stresses, drilling mud pressure, pore pressure and temperature etc. In this paper, the fully coupled simulation model is established and the effects of overburden pressure, horizontal in-situ stresses, drilling mud pressure, pore pressure and temperature on stress distribution of bottom-hole rock are studied. The research shows that: in air drilling, as the well depth increases, the more easily the bottom-hole rock is broken; the mud pressure has a great effect on the bottom hole rock. The bigger the mud pressure is, the more difficult to break the bottom-hole rock; the max principle stress of the bottom-hole increased with the increasing of mud pressure, well depth and temperature difference. The bottom-hole rock can be divided into 3 regions respectively according to the stress state, 3 direction stretch zone, 2 direction compression area and 3 direction compression zone; the corresponding fragmentation degree of difficulty is easily, normally and hardly. 展开更多
关键词 thermo-poroelastoplasticity bottom-hole rock stress fully coupled numerical solution fragmentation mechanism
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A simple physical mixing method for MnO2/MnO nanocomposites with superior Zn^2+storage performance 被引量:3
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作者 Xiao-bei ZANG Ling-tong LI +5 位作者 Zhi-xin SUN Rabah BOUKHERROUB Jia-xin MENG Kun-peng CAI Qing-guo SHAO Ning CAO 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2020年第12期3347-3355,共9页
MnO2/MnO cathode material with superior Zn^2+storage performance is prepared through a simple physical mixing method.The MnO2/MnO nanocomposite with a mixed mass ratio of 12:1 exhibits the highest specific capacity(36... MnO2/MnO cathode material with superior Zn^2+storage performance is prepared through a simple physical mixing method.The MnO2/MnO nanocomposite with a mixed mass ratio of 12:1 exhibits the highest specific capacity(364.2 mA·h/g at 0.2C),good cycle performance(170.4 mA·h/g after 100 cycles)and excellent rate performance(205.7 mA·h/g at 2C).Analysis of cyclic voltammetry(CV)data at various scan rates shows that both diffusioncontrolled insertion behavior and surface capacitive behavior contribute to the Zn2+storage performance of MnO2/MnO cathodes.And the capacitive behavior contributes more at high discharge rates,due to the short paths of ion diffusion and the rapid transfer of electrons. 展开更多
关键词 zinc-ion battery MnO2/MnO cathode material physical mixing method reaction kinetics
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Research on replacement depth of black cotton soil based on cracking behavior of embankment 被引量:1
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作者 Cheng Yongzhen Huang Xiaoming 《Journal of Southeast University(English Edition)》 EI CAS 2020年第4期436-443,共8页
In order to analyze the influence of replacement depth of black cotton soil(BCS)foundation on the initial cracking depth of a highway embankment,the laboratory tests were performed to construct the constitutive relati... In order to analyze the influence of replacement depth of black cotton soil(BCS)foundation on the initial cracking depth of a highway embankment,the laboratory tests were performed to construct the constitutive relationship between state variables and stress variables of BCS,and the coupled consolidation theory for unsaturated soils was employed to simulate the change in the major principal stress of the subgrade soils caused by water loss shrinkage of BCS with the help of Abaqus 6.11 codes.The simulation results indicate that the water losing shrinkage of BCS causes tensile stress within the subgrade,which leads to embankment cracking.The crack depth decreases with the increase in the BCS replacement depth and the embankment height,and increases with the increase in the burial depth of BCS.In the distribution area of deep BCS,the key values of foundation replacement depth for controlling the crack depth of the embankment with the height of 1 to 4 m are 1.2 and 1.5 m.In the low filling section,when the buried depth of BCS is 2,3 and 4 m,the key values of the foundation replacement depth to control the crack depth of the embankment are 0.8 and 1.2 m.In order to control the embankment cracking induced by the water losing shrinkage of BCS,a reasonable replacement depth of the foundation should be selected while slope protection is carried out well. 展开更多
关键词 black cotton soil coupled consolidation theory for unsaturated soils major principal stress embankment crack replacement depth
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Improvement of hydrogen embrittlement and stress corrosion cracking by annealing for Al-4.4Mg-0.6Mn alloy 被引量:1
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作者 Seong-Jong KIM Min-Su HAN +1 位作者 Seong-Kweon KIM Seok-Ki JANG 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2011年第A01期17-22,共6页
With no annealing treatment, cathodic polarization trends in 5083F A1 alloy revealed concentration polarization and activation polarization. However, the annealed specimens have lower current densities at corrosion pr... With no annealing treatment, cathodic polarization trends in 5083F A1 alloy revealed concentration polarization and activation polarization. However, the annealed specimens have lower current densities at corrosion protection potential compared to the non-annealed specimen. The results of SSRTs conducted in seawater at the applied potential range of-l.8 V to -0.5 V indicated that the maximum tensile strength, elongation, and time-to-fracture had high values at applied potentials of -0.7 to -1.4 V. The maximum tensile strength, elongation, and time-to-f?acture decreased when the potential values were beyond this range in either anodic or cathodic direction. In general, the increased shear lip caused by annealing treatment indicates elongation. Time-to-fracture would likely increase with elongation. Potentials between -0.5 V to -0.6 V were found to be in the region of stress corrosion cracking. The corrosion protection zone was determined to be -0.7 V to -J,4 V because these potential ranges produced good mechanical properties. Potential less than -1.4 V produced a fractured surface with a mixture of dimples (ductile fractures) and a quasi-cleavage pattern resulting from the effects of hydrogen gas. 展开更多
关键词 ANNEALING 5083F A1-Mg alloy corrosion seawater slow strain rate tests
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Detailed kinetics of methylphenyldichlorosilane synthesis from methyldichlorosilane and chlorobenzene by gas phase condensation
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作者 刘彤 王铁峰 +2 位作者 黄云龙 汪超 王金福 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2015年第6期954-961,共8页
Methylphenyldichlorosilane(MPDS, CH3C6H5 SiC l2) is an important silicone monomer for the synthesis of highperformance polymethylphenylsiloxane polymers. In this work, the mechanism of the synthesis of MPDS from methy... Methylphenyldichlorosilane(MPDS, CH3C6H5 SiC l2) is an important silicone monomer for the synthesis of highperformance polymethylphenylsiloxane polymers. In this work, the mechanism of the synthesis of MPDS from methyldichlorosilane and chlorobenzene by gas phase condensation was studied, and a kinetic model with 35 species and 58 elementary reactions was established. Experiments were carried out in a tubular reactor under a wide range of reaction conditions. The calculated mole fractions of the reactants and products were in a good agreement with the experimental results. A mechanism of the insertion of chloromethylsilylene into the C\Cl bond of chlorobenzene was proposed, which was proved to be the main pathway of MPDS production. The established kinetic model can be used in design and optimization of the industrial reactor for MPDS synthesis. 展开更多
关键词 Detailed kinetics METHYLPHENYLDICHLOROSILANE Chloromethylsilylene Gas phase condensation
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