桩土相互作用的有限元-无界元分析

本文提出了用有限元—无界元的方法计算桩—土耦合体系的应力和变形。为了模拟实际受力状态 ,在桩与土相接触的界面上设置了一种有厚度的接触面单元 ,它可以与土体的弹塑性模型相衔接 ,能合理地反映接触面及其邻近区域剪切破坏带中的变形性状。计算结果与现场观测数据吻合较好 ,说明在桩的负摩擦分析中考虑土的弹塑性特性及接触面单元的必要性     

轮轨稳态滚动接触中的HellingerReissner变分原理

以ＨｅｌｌｉｎｇｅｒＲｅｉｓｓｎｅｒ 变分原理为基础,应用摄动拉格朗日技术,将轮轨视为有限弹性体,推导出轮轨稳态滚动接触的ＨｅｌｌｉｎｇｅｒＲｅｉｓｓｎｅｒ 变分原理。为进一步从数值方面精确计算轮轨中接触疲劳问题提供理论依据和计算基础     

低碳贝氏体钢与碾钢轮钢滚动接触疲劳的研究

在１９６０Ｎ试验负荷,无滑差润滑条件下,测定了一种低碳贝氏体钢和铸造高锰钢与展钢轮钢滚动疲劳寿命,测定结果表明,在相同试验条件下低碳贝氏体钢的滚动接触疲劳寿命约为６＊１０＾６周次,比高锰钢高两倍。     

应用小波变换检测噪声中的信号

研究了基于小波变换的信号检测问题,提出了多分辨似然比的概述,表明对检测问题存在一些特定的时频空间,在其中信号的大部分能量得到保存,而噪声能量很快减少,因此应用小波变换,通过对特定的时频空间的似然比分析较容易判断噪声是否存在信号。     

抗车辙剂在某高速公路路面工程中的应用

简述沥青路面车辙病害的形成机理和预防措施,介绍了抗车辙剂的作用、种类,并通过浸水马歇尔试验、冻融劈裂试验、车辙试验及小梁弯曲试验等证明了抗车辙剂能显著提高沥青混合料的动稳定度,同时能改善沥青混合料的低温抗裂性能和水稳定性。将抗车辙剂应用到高速公路的实际施工中,取得了良好的效果。     

现代汽车的排气净化与排放控制装置的工作原理分析和探讨

为了减少汽车的排气污染,现代汽车普遍采用了多种排气净化措施,在工作装置或系统的工作过程中,均采用了电子控制元件（ECU）来控制。通过对控制装置工作的原理进行分析与探讨,有利于同行业者在实践中予以借鉴。     

级配碎石基层材料及最佳级配

级配碎石基层是柔性基层的一种,在国外有着广泛的应用。级配碎石基层应用过程中较为关键的问题是要保证其材料质量和级配,并采用合适的压实工艺。     

关于公路桥梁冲击系数的探讨

参照简化的车辆模型和桥梁模型建立车-桥相互作用的数学模型,给出在移动车辆荷栽作用下连续梁桥各截面动力响应的时程曲线和连续梁桥前几阶模态的振型曲线,研究表明,连续粱桥各控制截面起主要作用的模态并不都一样;另外,数值分析表明,对于连续梁桥,冲击系数公式仅考虑桥梁第一阶频率是不合理的。     

DISTRACTION OF OSTEOGENESIS AND LENGTHENING OF CRANIOFACIAL BONE-PRELIMINARY REPORT OF AN EXPERIMENTAL RESEARCH

Themethodforgradualcallusdistractionofosteogenesis(Do)inenchondralbonehasbeenu-niversallyappliedontheorthopedicclinics.DowasfirstlyusedonfemurlengtheningbyanItal-ian,Codivilla(19O5),onthepatientsofunequiva-lentofstature,whilethetibiawaslengthenedbyAbbotin1927[1i.Becauseoftheseverecomplica-tionsasedema,necrosisofskin,infections,angu-lardeformity,andthedelayedmineralizationofthedistractedbone,themethoddidn'tarousedthein-terestofpeopleuntilearly2Othcentury,195Ost2i.ItwasIlizarov(aRussiansurge…     

Numerical investigation on effect of the relative motion of stock/switch rails on the load transfer distribution along the switch panel in high-speed railway turnout

In railway turnout, the stock rail and switch rail are separated to enable the vehicle changing among the tracks, and they are provided with different rail resilience level on the baseplate. Therefore, there will be vertical relative motion between stock/switch rails under the wheel loads, and the relative motion will affect consequentially the wheel–rail contact conditions. A method is developed to investigate the effect of the relative motion of stock/switch rails on the load transfer distribution along the switch panel in high-speed railway turnout. First, the rigid wheel–rail contact points of stock/switch rails are calculated based on the trace line method, and then the contact status is determined by the presented equations, finally, the distribution of wheel–rail contact forces of stock/switch rails is obtained based on the continuity of interface displacements and forces which using an approximate surface deformation method. Some parametric studies have been performed, such as the lateral displacement of wheel set, the vertical contact forces, the wheel profiles and the vertical stiffness of rail pad. The results of the parametric study are presented and discussed.