应用弦长与弦方位角、切线方位角推算公路曲线坐标

该文阐述了利用公路曲线上某已知点、弦长及其方位角推算公路曲线未知点的基本思路、计算公式;并结合集丰高速公路某处曲线的坐标计算作了说明。     

桩基低应变检测波型分析及桩身完整性判别

根据桩基体系中桩顶、桩身、桩端等各部位反射波的特征,分析产生离析、夹泥、缩径、断裂、扩径差异等缺陷的原因,探讨各类型缺陷的处理措施,建立同相反射波和反相反射波的判别标准。通过对大量现场检测资料的分析,验证判别标准的合理性和适用性,该方法对提高桩身完整性判别检测的精度有较大帮助。     

船体分段焊接变形仿真

船体分段在焊接过程中产生的焊接变形会使船体结构强度降低,然而精确预测和控制焊接变形是个难题.文章提供了准确预测焊接变形的固有应变等效载荷法.这种方法运用有限元法结合固有应变理论以及实验结果对焊接变形进行分析:引入简化的弹-塑性分析杆-弹簧模型,通过分析得到固有应变受焊接区域约束度及最高温度分布情况的影响;将固有应变转化为等效载荷,应用弹性有限元分析求得整个结构的焊接变形.计算结果与LEECH计算及实验结果吻合较好.     

套轨技术在非洲米轨改造工程中的运用

非洲铁路基础设施陈旧落后,既有米轨铁路逐步升级改造为标准轨距铁路的需求日益迫切。套轨铁路作为一种过渡形式的铁路,既能实现不同轨距列车共线运营功能,满足不断增长客货运输需求,又能节约土地和建设资金,减少环境污染。在既有米轨铁路不中断运营情况下,进行标准轨-米轨套轨形式的铁路改造也是非洲铁路在过渡阶段的必然选择,本文对其中涉及的主要技术标准和关键技术进行论述。     

长江口软基围堤施工的加载速率效应

针对长江口某围堤施工软土堆载过程中的稳定性问题,进行不同加载模式下的应力路径试验,分析长江口软黏土的应力-应变关系、结构损伤特性、强度及应变率发展模式,为该围堤工程的施工速率选取及施工过程中的稳定性控制提供技术依据。结果表明:在不考虑固结的前提下,土体的不排水抗剪强度几乎不受加载模式影响;最终强度与达到破坏时的应变大小无关,但与分级加载时间和分级静置时间存在相互作用关系;土体失稳时的应变率与加载速率和静置时间均有一定关系,且加载速率的影响更大;当加荷超过不排水抗剪强度的80%时,或分级最大应变率逐渐偏离加载初期的线性变化,土样濒临破坏。     

美标高桩码头抗震计算位移法的对比

从原理和适用性的角度对美标高桩码头抗震计算方法进行对比,着重研究了位移法及其中的替代结构法。对替代结构法中推覆曲线的双折线化方式、阻尼比计算、反应谱衰减等影响因素进行分析。通过推覆分析和替代结构法计算变形能力和地震位移、复核码头抗震性能。结合实际案例,采用反应谱法和替代结构法对某高桩码头结构进行抗震分析。结果表明反应谱法趋于保守,不能反映塑性后的荷载衰减,相比而言替代结构法更为准确。而对于替代结构法,不同的等效阻尼比会较大程度影响地震位移结果。     

微观过程中的共振振动激发

提出微观过程中共振振动激发的概念，结合无阈能反应的理论，对反应（１）和（２）的理论计算结果作了进一步的解释和说明。     

Study on Real-time Look-ahead and Adaptive Parametric Curve Interpolator

The principle of real-time look-ahead was introduced and analysed. An adaptive parametric curve interpolator with a real-time look-ahead function was developed for non-uniform rational B-spline (NURBS) curves interpolation, which considering the maximum acceleration/deceleration of the machine tool. In order to deal with the acceleration/deceleration around the feedrate sensitive corners, the look-ahead function was designed and illustrated. It can detect and adjust the feedrate adaptively. With the help of real-time look-ahead, the acceleration/deceleration can be limited to the range of the machine tool capacity. Thus, feedrate fluctuation is reduced. A NURBS curve interpolation experiment was provided to verify the feasibility and advantages of the proposed interpolator with a real-time look-ahead function.     

人湿尺骨干在冲击压缩实验下的力学性能及规律

目的探讨人湿尺骨密质骨在高应变率下的力学性能及其分布规律。方法用分离式Hopkinson压杆(SHPB)技术对人湿尺骨密质骨进行了应变率在.ε=1.2×103/s条件下的冲击压缩试验。结果尺骨密质骨在高应变率下的力学性能随其纵向位置变化而呈现出中间强两端弱的分布,最强的位置约在距近端1/3处,且近端强于远端。与静态结果的比较表明,尺骨密质骨对应变率有较大的依赖性。结论在冲击压缩力作用下,尺骨的两端,尤其是远端容易骨折。     

The Size Effects on Process Design of Micro Deep Drawing

This paper suggested to reformulate cylindrical deep drawing parameters with dimensionless form. A diagram, in which a feasible zone is drawn to bound both the maximal allowable tension and compression stress during the deep drawing process, was established. Since it is presented in a dimensionless form, it may be applied for both conventional and micro deep drawing. Cylindrical cup deep drawing was taken as an example to show the dimensionless process design method. In addition, the size effects should be taken into account. Two kinds of size effects on micro deep drawing were investigated, which can be explained by surface layer model and strain gradient model. Numerical simulations were carried out to compare the strain distribution with or without consideration of size effect.