关于预应力结合梁桥

本文介绍了美国公路桥采用预应力结合梁桥的情况及其研究动态:指出了值得我们关注的问题。笔者还提出了计算预应力结合梁的有限元方法,并推导出预应力钢筋的单元刚度拒阵,编写了程序,其计算结果与实验数据符合。      

Behavior of circular concrete columns reinforced with hollow composite sections and GFRP bars

Hollow concrete columns (HCCs) constitute a structurally efficient construction system for marine and offshore structures, including bridge piers and piles. Conventionally, HCCs reinforced with steel bars are vulnerable to corrosion and can lose functionality as a result, especially in harsh environments. Moreover, HCCs are subjected to brittle failure behavior by concrete crushing due to the absence of the concrete core. Therefore, this study investigated the use of glass fiber-reinforced polymer (GFRP) bars as a solution for corrosion and the use of hollow composite-reinforced sections (HCRSs) to confine the inner concrete wall in HCCs. Furthermore, this study conducted an in-depth assessment of the effect of the reinforcement configuration and reinforcement ratio on the axial performance of HCCs. Eight HCCs with the same lateral-reinforcement configuration were prepared and tested under monotonic loading until failure. The column design included a column without any longitudinal reinforcement, one reinforced longitudinally with an HCRS, one reinforced longitudinally with GFRP bars, three reinforced with HCRSs and different amounts of GFRP bars (4, 6, and 8 bars), and three reinforced with HCRSs and different diameters of GFRP bars (13, 16, 19 mm). The test results show that longitudinal reinforcement—whether GFRP bars or HCRSs—significantly enhanced the strength and displacement capacities of the HCCs. Increasing the amount of GFRP bars was more effective than increasing the bar diameter in increasing the confined strength and the displacement capacity. The axial-load capacity of the GFRP/HCRS-reinforced HCCs could be accurately estimated by calculating the load contribution of the longitudinal reinforcement, considering the axial strain at the concrete peak strength. A new confinement model considering the combined effect of the longitudinal and transverse reinforcement in the lateral confinement process was also developed.     

复合式机场道面荷载型反射裂缝影响因素分析

为了考察结构参数对复合式机场道面荷载型反射裂缝的影响规律和显性关系,基于线弹性断裂力学理论和平面应变假设,应用ABAQUS有限程序首先分析了在反射裂缝扩展过程中结构参数对复合式道面裂缝尖端应力强度因子的影响,然后利用正交设计,选取结构参数作为考察因素,计算裂缝尖端应力强度因子,并进行极差和方差分析。研究表明：随着裂缝不断扩展,Ⅰ型应力强度因子不断减小,Ⅱ型应力强度因子不断增加;土基模量、面层厚度对Ⅰ型反射裂缝有显著影响,基层模量对Ⅱ型反射裂缝也有显著影响,加固地基是复合式机场道面结构设计中效果最明显的一种抗反射裂缝措施．     

用于汽车动力学实时仿真的悬架建模方法的研究

针对汽车动力学实时仿真的要求提出一种新的悬架建模方法—复合约束隔离解耦建模方法。将悬架系统视为连接车身和车轮之间的无质量复合约束,基于这个概念建立的悬架系统模型,由于实现有质量刚体的相互隔离及代数方程与微分方程的解耦,提高了模型求解效率。应用该方法建立的悬架模型,由于是面向结构的模型,因而可较为准确地描述悬架动态特性,同时由于求解效率的提高又能够满足仿真实时性的要求。     

Joints behaviour of through steel beam to composite column connection: Experimental study

The objective of this study is to categorize the failure modes; moment and rotation capacities; ductility; stiffness; joint classification; strain behaviour; and load transfer mechanism of steel beam through CFST column connections. Eight one-third scale composite joints were tested under static load up to failure. The key parameters comprise two η_Strength ratios; the effect of beam flange and web continuity inside the connection zone; and full cross-section continuity of steel beam. Moreover, the contribution of the connection component to the overall capacity of composite joints was determined. Results indicated that through beam connection could provide an ideal rigid joint. The absence of beam flange and the discontinuity of full beam cross-section made the connection component highly susceptible to fracture. In contrast, the presence of these details leads to higher ductile behaviour and prevent joint failure. The flange contribution to the moment and rotation capacities is significant, contrarily to the web contribution, which is negligible in value. The flange contribution to ductility coefficient is more dominated compared to web contribution. When strong column-weak beam criteria are followed, the continuity contribution to initial stiffness is more dominated. In contrast, the specimens that follow the weak column-strong beam criterion, the flange contribution to the initial stiffness has the major effect.     

Application of embedded fibre Bragg grating sensors for structural health monitoring of complex composite structures for marine applications

Fibre reinforced polymer (FRP) materials are recently widely applied in the marine industry. The high popularity of composites and safety requirements results in the development of Structural Health Monitoring (SHM) systems. One of the sensors types that can be permanently integrated with a composite structure and used as a part of SHM system are fibre Bragg grating (FBG) sensors. Among FBG sensors advantages small size, high corrosion resistance, and absence of electric current are especially important in monitoring of composite marine structures.The paper presents an application of embedded FBG sensors arrays for evaluation of complex composite structure — a fast patrol boat. The experimental investigations contain spectra analyses for thin laminate sample (skin), a composite sandwich panel and fast patrol boat hull (sandwich structure). The quality of sensors spectra (before/after embedding and loading) was determined using the Pearson correlation coefficient. The relationship between strain and temperature in exploitation range was determined for laminate and sandwich structures. A linear relationship was achieved for both elements. The relationship for the sandwich panel was then applied during strain analyses of the boat composite hull. The utility of designed FBG sensors array for the panel was also verified by sensors responses on impact excitation in chosen points on the structure. The achieved results were then used during designing FBG sensors array embedded into the hull. FBG sensors spectra deformations due to fast patrol boat hull manufacturing process and exploitation as well as strain curves determined for the boat during tests at dry dock and at sea trials are analysed.     

Hydrodynamic response of a passive shape-adaptive composite hydrofoil

The primary objective of this paper is to present cavitation tunnel tests performed on an optimised shape-adaptive composite hydrofoil and compare the results to other composite hydrofoils. The optimised composite hydrofoil was designed based on prior literature and was manufactured using an optimised ply orientation schedule and a pre-twist. In the same experiment schedule a composite hydrofoil that has a ply orientation that is opposite to the optimised hydrofoil was also tested. In addition to the cavitation tunnel experiments, the paper also presents results predicted from FEA and CFD simulations for the optimised hydrofoil and compares the results from numerical methods to experiments. The results show that the optimised hydrofoil has an improved L/D ratio and a delayed stall phenomenon compared to other hydrofoils. Furthermore, due to the pre-twisted optimised geometry, the hydrofoil does not suffer from loss of lift at low angles of attack. The experimental results demonstrated the importance of characterising the performance of flexible shape-adaptive hydrofoils based on the actual velocity of the flow in addition to the conventional characterisation based on Reynold's number. Additional numerical simulations were performed to investigate the hydrofoils observed load dependant deformation behaviour. These results clearly show that for the same Reynold's number, the hydrofoil can have an appreciably different response if the flow velocity is different.     

On the effect of the ply stacking sequence on the failure of composite pipes under external pressure

The use of high performance structural composites has become very important over the last decades, especially where weight is an essential factor. Particularly in the oil and gas industry, several designs of composite pipes for deep water applications have been recently proposed as competitive solutions against traditional steel pipes. Thus, it is important to assess the performance of composite pipes under high external pressure in order to avoid pipe failure or overconservative designs. In this paper, experimental tests of different composite pipe configurations are performed and then compared to analytical and numerical predictions. Unlike the case of internal pressure loads, the collapse pressure of composite pipes depends on the initial ovality and on the ply stacking sequence. The collapse resistance of different composite pipes is firstly studied through simplified analytical equations combined with different failure criteria. Then, a finite element model is developed using a progressive failure criterion [1]. Both analytical and numerical failure predictions were compared to experimental tests carried out on four composite pipes produced with different ply stacking sequence by the filament winding method [2]. An experimental-numerical-analytical comparison shows that numerical and analytical models provide results in good agreement with those obtained experimentally. Finally, a parametric analysis is carried out to show the effect of ovality and ply stacking sequence on the failure pressure of composite pipes.     

新冠疫情期间人员流动恢复指数研究

2019年12月份爆发的新型冠状病毒肺炎疫情蔓延全国。疫情期间,全国范围交通管控导致交通状态明显有别于正常状态。为此,本文从公路、铁路、水路、民航、城市交通等多种交通方式出发选取客运指标,利用合成指数方法构建人员流动指数。在省级层面构建省际人员流动指数和省内人员流动指数,分析疫情期间省际和省内人员流动指数特征,以及公路、铁路、水路、民航、城市交通等各项子指标的变化特征,旨在准确监控疫情期间客运交通状态,准确掌握各种交通方式受疫情影响程度,为特殊时期管理部门对旅客运输采取针对性管控提供依据。     

装配尺寸链的应用分析

装配尺寸链的应用过程,实际上就是通过尺寸链的分析与计算确定零件制造公差、校核产品装配精度、处理零件加工质量和产品装配质量的过程。在各种不同条件下,只有对装配尺寸链采用不同的方法进行合理的分析和计算,才能既经济,又保证产品装配精度,达到提高产品质量和生产率的目的。