79 resultados para Timoshenko


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<正> 1983年是美国机械工程协会主办的《应用力学杂志》(Journal of Applied Mechanics)创刊50周年。50年前,该刊编辑部登载了Timoshenko等人合写的一篇题为“应用力学的进展”的文章作为发刊词,该文仅涉及当时一般力学与经典连续介质力学若干领域的一些研究状况。50年后的今天,该刊编辑部继承了以往的传统,邀请37位专家(包括力学界的前辈与

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<正> 读了“关于线性结构体系影响线的一个定理,很感兴趣,觉得这个问题有实用价值。在应用此定理时,发现一些与定理不符的情况。在的著作中亦存在同样的问题。为了说明问题,先举几个简单的例子。 例1.有一个两端固定的等截面梁,其轴线与坐标线成45°角(图1)。在垂直力P和水平力H的作用下,求B点的轴向力N。

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Because of the load transfer effect of interface layer, the stress distribution inside the composite structure of film/substrate can be very different from the Timoshenko's model. In this paper, we give the derivation and analysis of such load transfer effect of shear-lag (S-L) model. The micro-structure size (boundary conditions) effect together with interface load transfer effect becomes more and more important as the microstructure size including the three dimensions of thickness, width and length shrinks. The microstructure size is also responsible for the so-called edge-induced stress. The edge effect and difference of S-L model and Timoshenko model are also demonstrated.

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内容简介

本书介绍了国内外新进展和作者的近期研究工作,提供了大量的有关的近期文献和信息。

目录

第一章 复合材料薄壁杆件计算理论的综述&罗祖道 吴希贤

第一节 引言

第二节 复合材料杆的Timoshenko广义理论

第三节 复合材料薄壁杆件的分析理论

第四节 复合材料薄壁杆件的有限元计算

第五节 复合材料薄壁杆件的稳定性理论

参考文献

第二章 金属基复合材料的力学和界面对金属基复合材料力学性能的影响

金城 杨宏志 吴人洁

第一节 引言

第二节 金属基复合材料的本构关系

第三节 金属基复合材料的力学特性

第四节 金属基复合材料的界面对其力学性能的影响

参考文献

第三章 云纹干涉法及其在复合材料力学中的应用&戴福隆

第一节 引言

第二节 实验方法

第三节 层间剪切实验

第四节 层间压缩实验

第五节 固化残余应力的测定

第六节 应变集中系数的测定

第七节 金属基复合材料的细观研究

第八节 材料缺陷的检查

第九节 结束语

参考文献

第四章 混杂复合材料的力学&王震鸣

第一节 概述

第二节 混杂复合材料的力学性能

第三节 混杂复合材料的力学问题

参考文献

第五章 复合材料正交各向异性的光弹性&许陆文

第一节 引言

第二节 模型材料的制作与材料条纹值的标定

第三节 应力(应变)-光定律

第四节 主应力分离技术

第五节 结束语

参考文献

第六章 复合材料层板的几何非线性分析&沈大荣 蒋沧如

第一节 引言

第二节 叠层薄板的大挠度弯曲

第三节 复合材料层合板的后屈曲

第四节 复合材料板的非线性振动

参考文献

第七章 用加权残值法分析复合材料的力学问题&吴代华 李卓球

第一节 概述

第二节 加权残值法的基本概念和方法

第三节 用加权残值法计算层合板的线性力学问题

第四节 采用加权残值法计算层合板的非线性力学问题

第五节 用加权残值法计算层合板壳的其它问题

参考文献

第八章 复合材料的连接问题&谢鸣九 王震鸣

第一节 概述

第二节 机械连接、胶结连接和混合连接的特点与优缺点

第三节 与连接有关的一些力学问题

参考文献

第九章 层合板承载孔的孔边应力研究&单辉祖

第一节 引言

第二节 圆盘常体力问题的转换方程

第三节 层合板孔内轴销(或圆盘)的位移表达式

第四节 正交各向异性无限大板承载销孔的孔边应力分析

第五节 轴销刚度与摩擦效应对孔边应力的影响

第六节 轴销柔度方程与孔边等效节点载荷的解析表达式

第七节 层合板孔边应力分析的解析-有限元法

第八节 层合板孔边应力分析的解析-边界元法

第九节 算例

第十节 结论

参考文献

第十章 聚合物基纤维增强复合材料蠕变的研究进展

吴代华 江水 李兴丹

第一节 引言

第二节 复合材料蠕变行为的宏观描述

第三节 复合材料蠕变行为的细观描述

第四节 结束语

参考文献

第十一章 有限条法在复合材料结构稳定性分析方面的应用&童贤鑫

第一节 概述

第二节 有限条法的简介和特点

第三节 结论与展望

参考文献

第十二章 具有相同子层板的三维厚层合板理论&李思简

第一节 引言

第二节 厚层合板的三维有效弹性常数

第三节 分析厚复合材料层合板的整体局部方法

第四节 展望

参考文献

第十三章 层状复合材料结构的层间应力和边缘效应

叶碧泉 羿旭明 张晶

第一节 引言

第二节 有限元法

第三节 数值-摄动法

第四节 边界层法

第五节 解析解的奇异性

参考文献

第十四章 复合材料损伤与断裂的研究进展&沈真

第一节 前言

第二节 拉伸载荷下损伤与断裂的研究概况

第三节 复合材料飞机结构的损伤容限研究概况

第四节 冲击损伤机理及其估算方法的研究概况

第五节 含缺陷层压板的压缩破坏机理及其剩余强度估算研究概况

参考文献

第十五章 复合材料层板断裂力学的进展&李重庵

第一节 单向复合材料的断裂

第二节 多向层板的缺口强度

第三节 层内的基体开裂与脱层

第四节 湿热对层板断裂行为的影响

第五节 结束语

参考文献

第十六章 复合材料结构的可靠性分析与设计&马祖康 羊�

第一节 前言

第二节 材料的可靠性

第三节 结构的可靠性

第四节 结束语

参考文献

第十七章 纤维增强复合材料的强度理论&范赋群 张元亿 万传寅

第一节 引言

第二节 单向复合材料的细观强度理论

第三节 单向复合材料的宏观强度理论

第四节 叠层复合材料的强度理论

参考文献

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The beam lattice-type models, such as the Euler-Bernoulli (or Timoshenko) beam lattice and the generalized beam (GB) lattice, have been proved very effective in simulating failure processes in concrete and rock due to its simplicity and easy implementation. However, these existing lattice models only take into account tensile failures, so it may be not applicable to simulation of failure behaviors under compressive states. The main aim in this paper is to incorporate Mohr-Coulomb failure criterion, which is widely used in many kinds of materials, into the GB lattice procedure. The improved GB lattice procedure has the capability of modeling both element failures and contact/separation of cracked elements. The numerical examples show its effectiveness in simulating compressive failures. Furthermore, the influences of lateral confinement, friction angle, stiffness of loading platen, inclusion of aggregates on failure processes are respectively analyzed in detail.

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This thesis demonstrates how the parameters of a slightly non-homogeneous medium can be derived approximately from the reflection coefficient.

Two types of media are investigated. The first is described by the one-dimensional wave equation, the second by the more complex Timoshenko beam equation. In both cases, the media are assumed to be infinite in extent, with the media parameters becoming homogeneous as the space variable approaches positive or negative infinity.

Much effort is placed in deriving properties of the reflection coefficient for both cases. The wave equation is considered primarily to introduce the techniques used to investigate the more complex Timoshenko equation. In both cases, an approximation is derived for one of the medium parameters involving the reflection coefficient.

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This thesis describes engineering applications that come from extending seismic networks into building structures. The proposed applications will benefit the data from the newly developed crowd-sourced seismic networks which are composed of low-cost accelerometers. An overview of the Community Seismic Network and the earthquake detection method are addressed. In the structural array components of crowd-sourced seismic networks, there may be instances in which a single seismometer is the only data source that is available from a building. A simple prismatic Timoshenko beam model with soil-structure interaction (SSI) is developed to approximate mode shapes of buildings using natural frequency ratios. A closed form solution with complete vibration modes is derived. In addition, a new method to rapidly estimate total displacement response of a building based on limited observational data, in some cases from a single seismometer, is presented. The total response of a building is modeled by the combination of the initial vibrating motion due to an upward traveling wave, and the subsequent motion as the low-frequency resonant mode response. Furthermore, the expected shaking intensities in tall buildings will be significantly different from that on the ground during earthquakes. Examples are included to estimate the characteristics of shaking that can be expected in mid-rise to high-rise buildings. Development of engineering applications (e.g., human comfort prediction and automated elevator control) for earthquake early warning system using probabilistic framework and statistical learning technique is addressed.

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The vibration response of piled foundations due to ground-borne vibration produced by an underground railway is a largely-neglected area in the field of structural dynamics. However, this continues to be an important aspect of research as it is expected that the presence of piled foundations can have a significant influence on the propagation and transmission of the wavefield produced by the underground railway. This paper presents a comparison of two methods that can be employed in calculating the vibration response of a piled foundation: an efficient semi-analytical model, and a Boundary Element model. The semi-analytical model uses a column or an Euler beam to model the pile, and the soil is modelled as a linear, elastic continuum that has the geometry of a thick-walled cylinder with an infinite outer radius and an inner radius equal to the radius of the pile. The boundary element model uses a constant-element BEM formulation for the halfspace, and a rectangular discretisation of the circular pile-soil interface. The piles are modelled as Timoshenko beams. Pile-soil-pile interactions are inherently accounted for in the BEM equations, whereas in the semi-analytical model these are quantified using the superposition of interaction factors. Both models use the method of joining subsystems to incorporate the incident wavefield generated by the underground railway into the pile model. Results are computed for a single pile subject to an inertial loading, pile-soil-pile interactions, and a pile group subjected to excitation from an underground railway. The two models are compared in terms of accuracy, computation time, versatility and applicability, and guidelines for future vibration prediction models involving piled foundations are proposed.

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We present results on the system size dependence of high transverse momentum di-hadron correlations at root s(NN) = 200 GeV as measured by STAR at RHIC. Measurements in d + Au, Cu + Cu and Au + Au collisions reveal similar jet-like near-side correlation yields (correlations at small angular separation Delta phi similar to 0, Delta eta similar to 0) for all systems and centralities. Previous measurements have shown Chat the away-side (Delta phi similar to pi) yield is suppressed in heavy-ion collisions. We present measurements of the away-side Suppression as a function of transverse momentum and centrality in Cu + Cu and Au + Au collisions. The suppression is found to be similar in Cu + Cu and An + An collisions at a similar number of participants. The results are compared to theoretical calculations based on the patron quenching model and the modified fragmentation model. The observed differences between data and theory indicate that the correlated yields presented here will further constrain dynamic energy loss models and provide information about the dynamic density profile in heavy-ion collisions. (C) 2009 Elsevier B.V. All rights reserved.

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The contribution of B meson decays to nonphotonic electrons, which are mainly produced by the semileptonic decays of heavy-flavor mesons, in p + p collisions at root s = 200 GeV has been measured using azimuthal correlations between nonphotonic electrons and hadrons. The extracted B decay contribution is approximately 50% at a transverse momentum of p(T) >= 5 GeV/c. These measurements constrain the nuclear modification factor for electrons from B and D meson decays. The result indicates that B meson production in heavy ion collisions is also suppressed at high p(T).

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200 GeV corresponding to baryon chemical potentials (mu(B)) between 200 and 20 MeV. Our measurements of the products kappa sigma(2) and S sigma, which can be related to theoretical calculations sensitive to baryon number susceptibilities and long-range correlations, are constant as functions of collision centrality. We compare these products with results from lattice QCD and various models without a critical point and study the root s(NN) dependence of kappa sigma(2). From the measurements at the three beam energies, we find no evidence for a critical point in the QCD phase diagram for mu(B) below 200 MeV.

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We report the first three-particle coincidence measurement in pseudorapidity (Delta eta) between a high transverse momentum (p(perpendicular to)) trigger particle and two lower p(perpendicular to) associated particles within azimuth |Delta phi| < 0.7 in root s(NN) = 200 GeV d + Au and Au + Au collisions. Charge ordering properties are exploited to separate the jetlike component and the ridge (long range Delta eta correlation). The results indicate that the correlation of ridge particles are uniform not only with respect to the trigger particle but also between themselves event by event in our measured Delta eta. In addition, the production of the ridge appears to be uncorrelated to the presence of the narrow jetlike component.

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We report on a measurement of the gamma(1S + 2S + 3S) -> e(+)e(-) cross section at midrapidity in p + p collisions at root s = 200 GeV. We find the cross section to be 114 +/- 38(stat + fit)(-24)(+23)(syst) pb. Perturbative QCD calculations at next-to-leading order in the color evaporation model are in agreement with our measurement, while calculations in the color singlet model underestimate it by 2 sigma. Our result is consistent with the trend seen in world data as a function of the center-of-mass energy of the collision and extends the availability of gamma data to RHIC energies. The dielectron continuum in the invariant-mass range near the gamma is also studied to obtain a combined yield of e(+)e(-) pairs from the sum of the Drell-Yan process and b-(b) over bar production.

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Charged-particle spectra associated with direct photon (gamma(dir)) and pi(0) are measured in p + p and Au + Au collisions at center-of-mass energy root(S)(NN) = 200 GeV with the STAR detector at the Relativistic Heavy Ion Collider. A shower-shape analysis is used to partially discriminate between gamma(dir) and pi(0). Assuming no associated charged particles in the gamma(dir) direction ( near side) and small contribution from fragmentation photons (gamma(frag)), the associated charged-particle yields opposite to gamma(dir) (away side) are extracted. In central Au + Au collisions, the charged-particle yields at midrapidity (vertical bar eta vertical bar < 1) and high transverse momentum (3 < (assoc)(PT) < 16 GeV/c) associated with gamma(dir) and pi(0) (vertical bar eta vertical bar < 0.9, 8 < (trig)(PT) < 16 GeV/c) are suppressed by a factor of 3-5 compared with p + p collisions. The observed suppression of the associated charged particles is similar for gamma(dir) and pi(0) and independent of the gamma(dir) energy within uncertainties. These measurements indicate that, in the kinematic range covered and within our current experimental uncertainties, the parton energy loss shows no sensitivity to the parton initial energy, path length, or color charge.

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Yields, correlation shapes, and mean transverse momenta p(T) of charged particles associated with intermediate-to high-p(T) trigger particles (2.5 < p(T) < 10 GeV/c) in d + Au and Au + Au collisions at root s(NN) = 200 GeV are presented. For associated particles at higher p(T) greater than or similar to 2.5 GeV/c, narrow correlation peaks are seen in d + Au and Au + Au, indicating that the main production mechanism is jet fragmentation. At lower associated particle pT < 2 GeV/c, a large enhancement of the near- (Delta phi similar to 0) and away-side (Delta phi similar to pi) associated yields is found, together with a strong broadening of the away-side azimuthal distributions in Au + Au collisions compared to d + Au measurements, suggesting that other particle production mechanisms play a role. This is further supported by the observed significant softening of the away-side associated particle yield distribution at Delta phi similar to pi in central Au + Au collisions.