船舶加筋板结构耐撞性能分析

提出计及摩擦力影响后船舶舷侧加筋板耐撞性能分析的一种简化分析方法,详细讨论了球鼻艏撞击作用下舷侧加筋板的渐进破坏过程,给出了相应的撞击力-撞深曲线和吸收能量-撞深曲线。通过与已有试验结果的比较表明,该简化分析方法能对船舶舷侧加筋板结构的耐撞性能做出合理预报,从而可用于设计阶段评估船体舷侧结构的耐撞性能。     

0-1型BEM与VOF方法耦合模型的研究与应用

文章讨论了近年来出现的波浪耦合数值模型,并建立了一个前域采用考虑底摩阻的0-1型BEM方法,后域采用VOF方法的双向耦合的波浪数值模型(0-1BEM+VOF模型)。应用模型计算了平缓岸坡上规则波的传播与破碎,并通过与物模试验的结果进行对比,表明了0-1BEM+VOF波浪耦合数值模型可以很好地模拟波浪的传播与强非线性变形,验证了该模型的有效性和准确性。     

影响沥青混合料抗剪强度的试验研究

通过对影响沥青混合料抗剪强度参数的因素进行试验分析,研究不同的集料类型、沥青混合料级配、沥青用量以及压实度因素对抗剪强度参数的影响。结果表明:沥青是影响最大抗剪强度的主要因素,集料特性对混合料的内摩阻角影响显著;在最佳沥青用量附近,混合料的最大抗剪强度达到最大值;最大抗剪强度随着压实度增大、空隙率减小而增大,可以通过增加压实度使沥青路面抗剪能力增大。     

离散地层区域摩擦桩承载力的敏感分析

首先对佛山某立交的概况及地质进行了简介。此立交地处鱼塘附近,土层性质变化很大,淤泥层厚度不一。然后对此立交的摩擦桩的承载力进行了敏感分析,并针对其特点对此类地质的下部结构桩基设计提出了建议。     

群桩基础的精细化设计模拟

大跨径桥梁以及上下部刚构的桥梁对下部结构刚度敏感性很高,如何对桥梁结构整体进行精细化模拟,以求得到精确的结构反应解答,对现代桥梁设计至关重要。其中群桩基础的有效模拟对整个下部结构刚度尤为重要。针对影响桩基础有限元模拟的关键因素进行分析,以求找到影响桩基有限元模拟精度的因素,为群桩基础的有限元精细化模拟提供参考。     

废旧橡胶颗粒沥青混合料抗滑性能研究

通过摆式摩擦系数仪和铺砂法分别检测了成型板式试件的摩擦系数和构造深度,对5种级配对应的摩擦系数、构造深度、关键筛孔通过率,以及构造深度与空隙率之间的关系进行分析,研究认为：4.75 mm筛孔通过率是控制级配组成的一个重要因素,对混合料的多项性能都有很大影响,通过率越低,抗滑性越好;空隙率可作为抗滑性的评价指标。     

Analytical dynamic tire model

Modeling of tire friction is one of the central problems for vehicle control systems design. LuGre-type dynamic tire model has been proposed and well discussed in previous studies, because it offers a compact form of dynamic model that is convenient in advanced control studies. It has been successfully used in tire slip control design and vehicle state estimation problems. In this article, a concept of time-constrained Stribeck effect is introduced to interpret the mechanism of the LuGre friction model in predicting tire friction characteristics. A modified two-dimensional (2D) dynamic LuGre friction model is introduced to make it compatible with the governing theorem in the steady state. An analytical 2D modified LuGre-type dynamic tire model is developed, in which some fundamental limitations of classical LuGre models are eliminated. The main modifications involve a change in the structure of the 2D LuGre friction model, introduction of load-dependent parameters in 1D and 2D tire models, and a changed structure in the distributed parameter model. The proposed model is compared, in the steady state, to both the Magic Formula and the classical LuGre model. It improves model accuracy in the steady state and gives a physically reasonable distribution of the bristle deflection. A first-order lumped parameter (LP) nonlinear model, which has simpler structure than the distributed parameter model and the classical LP LuGre model, is then derived. Numerical simulations show that the proposed LP model has a good estimation for tire transient dynamics. Thus, the proposed model retains the merits of LuGre-type models and improves the agreement with observation and experimental data on friction force distribution along the patch and on the steady-state friction prediction.     

A model of driver steering control incorporating the driver's sensing of steering torque

Steering feel, or steering torque feedback, is widely regarded as an important aspect of the handling quality of a vehicle. Despite this, there is little theoretical understanding of its role. This paper describes an initial attempt to model the role of steering torque feedback arising from lateral tyre forces. The path-following control of a nonlinear vehicle model is implemented using a time-varying model predictive controller. A series of Kalman filters are used to represent the driver's ability to generate estimates of the system states from noisy sensory measurements, including the steering torque. It is found that under constant road friction conditions, the steering torque feedback reduces path-following errors provided the friction is sufficiently high to prevent frequent saturation of the tyres. When the driver model is extended to allow identification of, and adaptation to, a varying friction condition, it is found that the steering torque assists in the accurate identification of the friction condition. The simulation results give insight into the role of steering torque feedback arising from lateral tyre forces. The paper concludes with recommendations for further work.     

现浇X形桩复合地基桩土应力比及负摩阻力现场试验

结合南京市桥北污水处理厂软基处理工程,开展了现浇X形桩(简称X形桩)单桩及单桩复合地基竖向承载力特性现场试验,测得了荷载-沉降曲线、桩土应力比、桩身轴力以及桩侧负摩阻力等分布规律,分析了不同桩间距与荷载等级下复合地基中桩土协调相互作用和荷载分担比;并进行了同等条件下等混凝土用量圆形桩竖向承载力特性试验和分析。结果表明:复合地基中X形桩桩侧负摩阻力主要发生在0.27倍桩长以上;同等条件下,桩侧负摩阻力最大值约为其正摩阻力最大值的60%;X形桩复合地基桩土荷载分担比较普通圆形桩复合地基桩土荷载分担比更合理,承载力也更高。     

青坪隧道浅埋偏压及滑坡处治安全监测研究

青坪隧道进口段属于浅埋、偏压并伴随滑坡等综合病害。采用抗滑桩处治该综合病害,制定了地表位移及桩身内力及土压力的监测实施方案,实时动态监测,指导青坪隧道进口段的施工。对监测结果的分析表明：该处治方法及监测方案有效可行。