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采用准连续介质法模拟了单晶铝纳米压痕试验过程,分析了不同宽度的刚性矩形压头所引起的初始塑性变形特点,获得了载荷-压深、应变能-位移和硬度-压深曲线.从位错理论的角度分析了压头尺寸对纳米压痕测试结果的影响.研究发现:随着压头宽度的不断增大,压头下方位错形核所需要的载荷和压深程度增大,需要的应变能增加,应变能的变化速率递增,纳米硬度值减小,呈现出明显的尺寸效应.同时表明在一定的压人深度下,硬度与压头尺寸之间存在着一定的比例关系,不同尺寸压头获得的硬度值可以相互换算,但当矩形刚性压头宽度大于或等于120A时这种尺寸效应消失.研究结果为纳米压痕实验过程中压头尺寸的选择提供了参考依据. 相似文献
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采用纳米压痕技术和数值模拟研究灵芝孢子孢壁的弹性模量和硬度.利用原位纳米力学测试与分析系统,测试灵芝孢子孢壁的弹性模量和硬度.得到了载荷--位移曲线图和硬度、弹性模量随压痕深度变化的值.并用有限元方法模拟压痕过程,利用ANSYS软件,按照灵芝孢子孢壁和Berkovich压头的结构,建立了二维计算模型,得到纳米压痕的等效应力分布以及压痕过程中加载和卸载时的载荷--位移曲线.考察了摩擦、压头尖端半径对模拟结果的影响.结果显示:灵芝孢子孢壁的平均弹性模量为2.0GPa,硬度为0.13GPa.模拟结果在趋势上与实验结果有较好的吻合,与理论分析的载荷--位移关系基本一致.摩擦、压头尖端半径小于100nm时对模拟结果不会造成明显影响.研究结果为分析孢子的破壁机理提供必要参数. 相似文献
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以毛竹纤维细胞壁(BFCW)为研究对象,运用纳米压痕技术对BFCW的蠕变性能和松弛性能进行了研究。通过设计不同的加载方式,得到了纳米压痕的载荷与压入深度的关系曲线;通过拟合不同应变率的实验结果数据,计算得出了BFCW的蠕变应力指数。研究了BFCW在不同压入深度、加载速率、保载时间下的松弛行为,分析了不同的载荷、加载速率、保载时间对BFCW蠕变行为的影响。结果表明:BFCW纵向和横向具有不同的力学性质,在纵向表现出更明显的松弛特性和更强的抗蠕变变形能力;BFCW的蠕变行为随着压入载荷的增大愈加明显,表现为蠕变位移和蠕变速率增大;BFCW纵向的压入深度和蠕变位移量均比横向的小,在最大压入载荷为15mN时,其差值分别达到了24.96%和32.25%;BFCW的松弛模量、载荷松弛量与压入深度呈正比;BFCW纵向的松弛能力比横向的强,在加载速率为50nm/s时纵向载荷松弛量较横向高34.58%。 相似文献
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为了了解深部软岩在冻结条件下的单轴力学性能,以东北地区的原状泥砂岩为试验对象,利用自行研制的WDT-100型人工冻土试验仪器,对其进行不同温度下的人工冻土单轴抗压强度试验和单轴蠕变试验,得到泥砂岩单轴压缩应力-应变关系曲线,各温度下试样的单轴抗压强度以及蠕变曲线.单轴压缩试验结果表明:试样在给定温度和加载速率条件下,单轴压缩应力-应变关系曲线都有较为明显的屈服点,并且都在屈服点后,强度有所提高,出现硬化现象.单轴蠕变试验结果表明:单轴压缩蠕变曲线有非线性特征,单轴压缩蠕变的等时应力-应变曲线向应变轴靠拢;单轴压缩时蠕变模量随时间的增长而降低.最后采用遗传算法优化模型参数,得出泥砂岩蠕变经验方程.与试验结果对比,发现拟合情况较好. 相似文献
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为了了解深部软岩在冻结条件下的单轴力学性能,以东北地区的原状泥砂岩为试验对象,利用自行研制的WDT-100型人工冻土试验仪器,对其进行不同温度下的人工冻土单轴抗压强度试验和单轴蠕变试验,得到泥砂岩单轴压缩应力-应变关系曲线,各温度下试样的单轴抗压强度以及蠕变曲线.单轴压缩试验结果表明:试样在给定温度和加载速率条件下,单轴压缩应力-应变关系曲线都有较为明显的屈服点,并且都在屈服点后,强度有所提高,出现硬化现象.单轴蠕变试验结果表明:单轴压缩蠕变曲线有非线性特征,单轴压缩蠕变的等时应力-应变曲线向应变轴靠拢;单轴压缩时蠕变模量随时间的增长而降低.最后采用遗传算法优化模型参数,得出泥砂岩蠕变经验方程.与试验结果对比,发现拟合情况较好. 相似文献
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对《力学》中的物体自由度进行多方面分析,以深化教学、提高学生正
确分析物理问题的能力.使用实际教学分析的研究方法,在《力学》范围内讨论自由度与坐标、
自由与约束的关系并得以下结论:
(1) 同一物体的自由度随其所在的``空间'不同而不同, 不因坐标系的选取不同而
异, 在同类参考系中不因参考系的动静而有别;(2)自由度遵循叠加原理.
讨论了质点系的总自由度及相关计算问题,并指出研究《力学》中自由度的意义. 相似文献
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Tibor Javor 《Experimental Mechanics》1968,8(4):171-176
The present paper deals with development and design of new methods utilizing Wiedemann's effect for determination of state of strain in building structures. Wiedemann's effect and some features of torsional strain of magnetic field are the basis of new experimental method. Especially the point electromagnetic strain gages using the effect of pure torsion of electromagnetic field to enable universal examination. For strain-gage measurements, almost all physical quantities are used which can be related to the variation in length of the structures. From the electric strain measurements, the most commonly used methods are the measurements by resonance-wire strain gages or by electric-resistance strain gages. In this paper, electromagnetic strain gages are discussed using the Wiedemann effect, and the author describes some new measuring equipment and his own suggestions and methods based on an application of this effect. 相似文献
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It is well known that the problem on nonseparating potential flow of an incompressible fluid about an array of profiles reduces to an integral equation for a certain real function, determined on the contours of the profiles of the array. As such a function one can take, as was done, for instance, in [1–5], the relative velocity of the fluid on the profiles of the array. For arrays of profiles of arbitrary shape it is necessary to solve the corresponding integral equation numerically. In the particular examples of the calculation of aerodynamic arrays that are available [1–3] the numerical methods used were based on the approximate evaluation of contour integrals by rectangle formulas. As investigations showed, sizeable errors arose thereby in the approximate solution obtained, these being especially significant in the case of curved profiles of relatively small bulk. In the present paper a method for the numerical solution of the integral equation obtained in [5] is proposed. The method is based on the replacement of a profile of the array with an inscribed N polygon, the length of whose sides is of the order N–1 and whose internal angles are close to . Convergence with increasing N of the numerical solution to an exact solution of the integral equations at the reference points is demonstrated. Examples of the calculation are given.Novosibirsk. Translated from Izvestiya Akademii Nauk SSSR. Mekhanika Zhidkosti i Gaza, No. 2, pp. 105–112, March–April, 1972. 相似文献
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