Reinforcement Effect of Corrugated Steel on the Bearing Capacity of Embedded Concrete-Lined Corrugated Steel Structure北大核心CSCD

Embedded concrete-lined corrugated steel (CLCS) has been widely used in many fields such as cutand- cover tunnels and shed-tunnels. However, fewer research works have been done about CLCS, and the contribution of corrugated steel (CS) to the bearing capacity of CLCS is not considered, causing a greater concrete lining thickness and higher cost. In this study, the reinforcement effect of CS was analyzed with numerical simulations by comparing the two models, in one of which the bearing capacity of CS was considered while the other was not. It is found that the stresses and deflections at the trough section are larger than that at the crest and middle parts; the maximum tensile stress of CLCS from the spandrel to the vault is approaching to the tensile strength and the deflection is higher; the maximum compressive stress of CLCS from the arch foot to the spandrel is close to the compressive strength and the deflection is lower. Moreover, it is an obvious reduction of the stresses and deflections at different sections and circumferential positions due to the contribution of CS. This indicates the reinforcement effect of CS should be taken into account to reduce lining thickness. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.     

某散货船舱口围肘板趾端开裂原因及节点优化方案分析

文章首先分析了某46 000 DWT散货船纵向舱口围端部肘板趾端开裂的原因,根据分析结果提出了节点优化方案;采用有限元直接计算的分析方法比较了修改前后节点的应力状况,并进行验证;提出了舱口围端部肘板修复时切割、装配和焊接的要求。研究结果为散货船舱口围板高应力区域的节点设计提供了理论和实船验证依据。     

中间夹层与碳钢和不锈钢复合板的制备工艺与性能研究

以Mg-Cu-Al合金作为中间夹层材料,研究了热轧法制备不锈钢/碳钢复合板的工艺,探讨了不同的实验轧制温度、轧制速度、中间夹层厚度、变形量以及二次轧制参数对其显微组织的影响,并对铝合金中间夹层两侧的扩散层的厚度、显微硬度及组织进行了测定,对复合板的拉伸及剪切性能进行了测试.实验结果表明,在首次轧制温度600℃～635 ℃,轧制速度8～24 mm/min,中间夹层厚度0.6～0.9 mm,变形量14%～28 %,二次轧制温度660℃～680 ℃,轧制速度16～24 mm/min,变形量21%～35 %工艺条件下,复合板碳钢侧扩散层厚度可达61 μm,不锈钢侧扩散层厚度可达50 μm,显微硬度达到HV0.025 1 000;扩散层主要由Fe2Al5相组成;复合板的抗拉强度达到526 MPa,剪切强度达到85 MPa.     

基于大直径盾构隧道扩挖地铁车站的结构方案及其关键节点受力和变形

针对北京地铁14号线将台车站结构方案存在的不足,提出1种基于大直径盾构隧道扩挖地铁车站的塔柱式结构方案,并建立三维非连续接触模型,研究塔柱式结构关键节点的受力和变形.结果 表明:盾构隧道和车站2边主体结构的施工,对管片纵缝的张开和错台影响显著,但对管片环间错台影响不明显;横通道施工对管片纵缝的张开和错台影响较小,开口环...     

基于ANSYS的辊压机用行星减速器行星架应力分析

应用有限元分析软件ANSYS对辊压机行星减速器的行星架进行静力加载分析,以达到辊压机额定扭矩三倍负荷进行分析,模拟其在该负荷状态下的应力分布、整体刚性等信息,检查其是否能满足使用要求.     

广东省沿海港口经济景气预警初探

在广东省沿海港口货物吞吐量变化与产业发展灰色关联分析的基础上,构建广东省沿海港口经济景气指标体系,并通过分析广东省沿海港口经济扩散指数变化曲线,对近年广东省沿海港口经济运行情况进行评价并预测其近期发展趋势.     

受侵蚀混凝土内硫酸根离子扩散及分布规律试验研究

采用化学分析方法研究了在不同浓度的硫酸钠溶液中长期浸泡腐蚀混凝土中硫酸根离子浓度的分布规律,采用TG—DSC（热重分析-差示扫描量热法）方法研究了混凝土受硫酸盐腐蚀的微观机理。研究表明：混凝土表面硫酸根离子浓度随腐蚀龄期增加而增大,硫酸根离子扩散系数随腐蚀龄期增加而减小。以Fick定律为基础,结合试验结果建立了硫酸钠溶液浸泡条件下的混凝土中硫酸根离子浓度预测模型,提出了混凝土表面硫酸根离子浓度和硫酸根离子在混凝土中的扩散系数计算公式。     

超载作用对沥青路面结构的力学影响研究

分别通过轴载换算和超载作用下路面的力学分析两方面分析了超载对路面各层层底应力和路表实测弯沉的影响,进而解释了重载路段路面易损坏的力学机理.     

超细Al_2O_3粉对AZ80镁合金耐腐蚀性的影响

采用热扩散的方法使超细Al2O3粉进入AZ80镁合金的表层以提高其耐蚀性.研究结果表明,热扩散处理温度、处理时间与AZ80镁合金耐蚀性的提高关系密切.随处理时间的延长和处理温度的升高,合金的耐蚀性提高,腐蚀速率由未进行处理的153.75 mg/dm2.h降到13.75 mg/dm2.h,且存在一个最佳处理温度为410℃.     

Structural Damage Identification via Pseudo Strain Energy Density and Wavelet Packet Transform

Based on strain signals,a new time-domain methodology for detecting the beam local damage has been developed.The pseudo strain energy density (PSED) is defined and used to build two major damage indexes,the average pseudo strain energy density (APSED) and the average pseudo strain energy density rate (APSEDR).Probability and mathematical statistics are utilized to derive a standardized damage index.Furthermore,by applying the analytic relation between the strain energy release rate and the stress intensity factor,an analytic solution of crack depth is derived.For the dynamic strain signals,the wavelet packet transform is used to pre-process measured data.Finally,a numerical simulation indicates that this method can effectively identify the damage location and its absolute severity.