Bending behavior modeling of unbonded flexible pipes considering tangential compliance of interlayer contact interfaces and shear deformations

Rigorous analytical formulations are given to describe the gross slip initiation and progression in tensile armor layers of unbonded flexible pipes. Then two mechanisms are thought to contribute to the decrease of layer stiffness before gross slip begins. The first one considers the micro-slip occurred at the interlayer contact interfaces. The relative displacement between an armor wire and the underlying layer is determined according to the theory of contact mechanics. Shear deformations of the supporting plastic layer are taken into account in the other mechanism where plane sections no longer remain plane. The results of bending moment-curvature relationship from the presented models are compared with the available test data and good correlations are found. The shear model is seen to describe the slip transition better than other models do.     

波形钢板桥梁活载及弯矩计算数值分析

波形钢板桥梁为填埋式结构,活载计算类似于拱桥和涵洞,却又不尽相同。为探索波形钢板结构在活载作用下的内力计算,参考拱桥和涵洞的计算原理对波纹钢板活载计算方法进行总结和归纳,并通过有限元数值分析对结构的弯矩影响线进行绘制。得出波形钢板结构活载计算公式及施工过程中活载作用下的弯矩计算方法。     

部分预应力混凝土梁塑性铰区长度的研究

为了研究部分预应力混凝土梁塑性铰区长度，进行了简支梁和连续梁模型试验。试验结果表明，部分预应力比率Rppc愈大，跨中处和中间支座处的塑性铰出现愈晚，净配筋指标对M－φ曲线的形状有很大的影响。给出了适用于变截面和不同配筋情况的PPC连续梁铰区长度计算公式，计算验证表明本计算公式简易可行。     

高烈度地震区不等高墩桥梁延性抗震计算分析

针对山区公路桥梁的典型特点,阐述了一座高烈度地震区不等高墩桥梁延性抗震设计的工程实例.通过引入弹塑性纤维梁柱单元,采用非线性动力时程法,重点分析了该桥在E2人工拟合地震波作用下的地震反应特性.计算结果表明,通过选用合理的结构体系,采用延性抗震设计方法能够实现此类桥梁大震不倒塌的设防目标.     

轿车白车身弯扭刚度试验和仿真对比

静刚度在评价汽车安全性与舒适性方面具有举足轻重的作用,白车身刚度试验和仿真是获取刚度参数值的有效手段。文章论述了轿车白车身静态弯曲和扭转刚度试验,并综合考虑对白车身刚度影响的区域,对比分析了不同加载工况下的试验和仿真计算结果,表明弯曲和扭转刚度及门窗调扣变形试验和仿真数据能定量分析车身重要部位的强度,为提出加强或减弱结构的有效措施提供了依据。     

Monitoring of ship damage condition during stranding

This study proposes a new procedure for the estimation of stranding forces and their contact positions. The method is based on the measurement of a few characteristic on-site parameters, i.e., the draughts and bending moments acting on a stranded ship. A procedure that estimates penetration into the ship bottom based on knowledge of the resistance versus penetration relationship is also presented. The seabed topology is parameterized by a paraboloid. This geometry can, in principle, characterize a wide range of obstructions, from sharp rocks to large shoals. Nonlinear finite element analysis is used to simulate various stranding situations and to generate the corresponding resistance versus penetration curves. The present method provides insight into the identification of real stranding scenarios in terms of the location of obstructions, their possible shapes and the corresponding resistance-penetration curves. The proposed methodology represents a first step towards a tool for quick decision making during salvage operations. The ultimate goal is to allow near real-time prediction of the risk of penetration into cargo tanks and hull girder failure. To demonstrate the effectiveness of the proposed method, it is applied to a simulated trial stranding scenario.     

基于概率破舱的载荷计算方法及弯曲剩余强度分析研究

基于NAPA软件对某甲板货船进行建模分舱,计算了船舶概率破舱后三个初始工况下所有破损组合的弯矩值,并采用VB编程语言产生最大弯矩包络曲线;对破损后船舶的弯曲剩余强度进行了确定性分析研究,分析并得出了满足许用应力时舷顶和舭部所允许的最大破损范围。概率破舱载荷计算结果较为安全可信,且弯曲剩余强度分析方法对船舶破损时强度的判断有一定的参考作用。     

半刚性基层材料抗弯拉模量衰变规律研究

半刚性基层材料在使用过程中强度和模量都会随着荷载作用次数的增加逐渐减小。为了对半刚性材料的抗弯拉性能的衰变进行研究,文章选取了四种典型半刚性基层材料为试验对象,研究半刚性基层材料弯拉模量的衰变过程。试验发现:四种半刚性材料的抗弯拉模量随着加载次数的增加不断减小,其模量衰变过程大致可分为三个阶段;不同类型材料的抗弯拉模量衰变规律以及不同衰变阶段的幅度有所不同;半刚性材料级配对其抗弯拉模量值有比较大的影响,但采用粘结料剂量相同,而级配不同,材料的模量衰变幅度、走势及衰变过程基本相同;混合料类型相同但是粘结料不同,其抗弯拉模量衰变过程也不同。     

玄武岩纤维增强沥青混凝土抗裂性能试验研究

玄武岩纤维具有天然的与沥青混凝土的亲和力和耐碱性,能更有效地参与矿料和沥青混合料之间的结合。通过约束应力和冲击韧性试验,研究玄武岩纤维加筋沥青混凝土的低温抗裂性能,为玄武岩纤维在沥青路面中的推广应用提供理论依据。     

水火弯板成型参数回归分析

本文简述水火弯板加工过程中各种影响参数的类型及几种主要影响参数的实验分析．在大量试板的实验基础上，采集实船板的样本数据，应用数理统计原理和多元回归分析方法。建立一种变形参数的回归模型，求出回归参数的最小平方估计值，进行回归假设检验；给出回归公式中的各种参数适用条件．分析多元回归中随机扰动误差的产生原因；指出对于水火弯板应用回归分祈方法的实用性。