Q345低合金结构钢的高温强度试验研究

采用恒温加载试验方法对钢结构建筑常用的Q345低合金结构钢的高温强度进行试验研究,采用切线交点法确定钢材有效屈服强度,并与其它方法强度取值进行对比,给出钢材高温强度回归公式,为钢结构建筑的抗火分析提供依据。     

钢管在冲击荷载作用下的变形与失效破坏

为研究钢管在弹体侵彻过程中的变形特点,基于ANSYS/LS-DYNA软件,采用Johnson-Cook模型,模拟了半球形弹体以不同速度正向冲击钢管时的非线性动力响应情况。结果表明：弹体速度越小,钢管的抗侵彻性能越好;弹体速度越接近临界破坏速度,钢管降低弹体速度的能力就越明显;弹体冲击钢管时,钢管上表面比下表面更容易产生大变形,消耗更多的弹体动能,并在抗侵彻过程中伴有局部凹陷、蝶形变形和贯穿现象。实验结果可为圆柱壳结构钢管在冲击荷载作用下的耗能分析提供参考。     

Optimization of resistance spot brazing process parameters in AHSS and AISI 304 stainless steel joint using filler metal

The aim of this research study was to determine optimal resistance spot brazing parameters for joining between AHSS and AISI 304 stainless steel by using filler metal. The key parameters investigated in this study consist of the brazing current, electrode pressure and brazing time. The Taguchi method was applied to the design of experiments. Signal-to-Noise ratio was introduced in the study to identify optimal levels from the process where input parameters yield increased shear strength. Brazing was thus implemented with 5,000A brazing current, 0.70 MPa electrode pressure, and 1.50s brazing time. The maximum shear strength obtained was 54.31 N·mm⁻² in accordance with input parameter settings. In addition, Cu-rich phase and Ag_0.4Fe_0.6 intermetallic phases were found at the interface zone.     

Phenomenological modelling of flow behaviour of 20MnMoNi55 reactor pressure vessel steel at cryogenic temperature with different strain rates

In the present study a phenomenological constitutive model is developed to describe the flow behaviour of 20MnMoNi55 low carbon reactor pressure vessel (RPV) steel at sub-zero temperature under different strain rates. A set of uniaxial tensile tests is done with the variation of strain rates and temperature ranging from 10⁻⁴ s⁻¹ to 10⁻¹ s⁻¹ and -80 °C to −140 °C respectively. From the experimental data, family of flow curves at different temperatures and strain rates are generated and fitted exponentially. The strain rate and temperature dependence of the coefficients of the exponential flow curves are extracted from these curves and characterised through a general phenomenological constitutive coupled equation. The coefficients of this coupled equation are optimised using genetic algorithm. Finite element simulation of tensile tests at different strain rates and temperatures are done using this coupled equation in material model of Abaqus FEA software and validated with experimental results. The novelties of proposed model are: (a) it can predict precisely the flow behaviour of tensile tests (b) it is a simple form of equation where fitting parameters are both function of strain rate ratio and temperature ratio, (c) it has ability to characterize flow behaviour with decreasing subzero temperatures and increasing strain rates.     

钢结构防火材料应用问题及对策探讨

介绍了钢结构防火涂料的分类及特性，分析了钢结构建筑在火灾中的特点，探讨了钢结构防火涂料在技术和应用方面存在的问题，提出了钢结构建筑防火涂料施工时应注意的事项等对策。     

几种坦克用钢氮离子注入强化试验

对10、38CrSi、20Cr2Ni4A等坦克用钢的氮离子注入强化进行了试验。结果表明:注入后的试样,硬度和相对耐磨性都有不同程度的提高。硬度的测试结果与试验载荷有关。     

焊接钢质药筒与引伸药筒内弹道设计一致性研究

装备内弹道的一致性对其性能影响较大。经过长期对多个弹种用药筒的设计、使用和考核,发现用药筒在膛内容积一致性来进行弹道一致性设计比较适用和相对准确,同时发现挤进压力为P_0时的真实容积对内弹道一致性影响较大。此外焊接钢质药筒的内弹道一致性不仅达到了引伸药筒的要求,而且在或然误差和内弹道稳定性方面优于引伸药筒。     

复铜与铜导线的高频电磁性能比较

本文用有限元法计算复铜导线和铜导线内部的电磁场分布,比较两种导线的电磁场及其传输参数,最后得出结论——在高频电路中复铜导线可以取代铜导线.     

局部火灾场钢框架结构等效楼面活荷载分析

通过对火灾场钢结构框架梁极限抗弯、抗剪承载力的分析,提出采用等效楼面活荷载来描述火灾场对结构极限承载力的削弱,建立了火灾场等效楼面活荷载的计算公式,通过具体算例分析了厚涂型不同保护层厚度的框架钢梁极限抗弯、抗剪承载力及等效楼面活荷载的变化规律。分析结果表明,采用等效楼面活荷载可以直观地描述火灾场对结构构件极限承载能力的削弱,使火灾场钢结构受力分析变得简单、清晰。     

火场中A3钢的晶粒度与燃烧时间和温度关系的研究

本文模拟典型火灾温度－时间曲线,对热轧成的Ａ３钢进行受热处理,测定在不同燃烧时间和温度下Ａ３钢的晶粒度,给出了Ａ３钢的晶粒度与燃烧时问和温度之间的定量关系,提出了通过测定Ａ３钢晶粒度的大小来鉴定火场中不同部位的燃烧时间和温度的科学方法