扭转约束对无防火保护钢柱抗火性能影响分析

应用ANSYS软件计算了钢柱在标准升温模式下的温度场,然后利用ANSYS的耦合分析模块,将温度场导入结构分析,分析了不同约束下轴心受压钢柱在温度升高时的力学反应,同时考虑了荷载比以及长细比对不同约束钢柱抗火性能的影响.研究表明:扭转约束钢柱的抗火性能要优于柱端没有扭转约束的简支柱;当钢柱长细比系数在30以内时,扭转约束...     

Experimental investigation on anti-penetration performance of polyurea-coated ASTM1045 steel plate subjected to projectile impact

In this study, the anti-penetration performance of polyurea/ASTM1405-steel composite plate subjected to high velocity projectile was analyzed. Two kinds of modified polyurea material (AMMT-053 and AMMT-055) were selected and a ballistic impact testing system including speed measuring target system and high-speed camera was designed. This experiment was conducted with a rifle and 5.8 mm projectile to explore the effects by the polyurea coating thickness, the polyurea coating position and the glass-fiber cloth on the anti-penetration performance of polyurea/ASTM1405-steel composite plate. The result showed that the effects of polyurea coating position were different between two types of polyurea, and that the effects of glass-fiber position were disparate between two types of polyurea as well. For AMMT-053 polyurea material, it was better to be on front face than on rear face; whereas for AMMT-055 pol-yurea, it was better to be on rear surface although the difference was very subtle. Additionally, formulas had been given to describe the relationship between the effectiveness of polyurea and the thickness of polyurea coating. In general, AMMT-055 had better anti-penetration performance than AMMT-053. Furthermore, five typical damage modes including self-healing, crack, local bulge, spallation and local fragmentation were defined and the failure mechanism was analyzed with the results of SHPB test. Additionally, the bonding strength played an important role in the anti-penetration performance of polyurea/steel composite plate.     

试验面选取对碳钢点蚀电位测量的影响

采用金相分析技术和准稳态极化试验研究了试样试验面选取对碳钢点蚀电位测量的影响.结果表明,当不同试验面的夹杂物形态有很大差异时,测得的点蚀电位有较明显的差异.     

关于扑救大跨度钢结构仓库火灾的几点思考

针对大跨度仓库火灾,分析了其火灾特点以及在实际扑救中存在的困难,并提出了切实可行的灭火措施。对今后深入研究大跨度仓库火灾的灭火技战术措施具有一定的参考价值。     

U型钢板桩施工的滑坡动态勘察技术及数值模拟

为节省边(滑)坡灾害的应急加固时间,提高边(滑)坡处置的效率和质量,针对边(滑)坡在勘察阶段提出了基于U型钢板桩施工的动态勘察技术,即在静压植桩机压入U型钢板桩的同时,利用与其配套的压入管理系统设备与软件对压桩数据进行监测和分析,从而反馈出地层强度等信息。数值模拟中,为了能利用工程中所得压桩阻力图谱来反推地层信息,归纳总结了不同土体在桩压入时的应力云图和压桩阻力规律。结果表明:压桩阻力规律与地层信息之间存在对应关系,据此可判断地层强度特征等信息,数值模拟也为后续的现场试验研究提供了依据。     

不同腐蚀状态不锈钢管焊缝区 碱性腐蚀的电位噪声特征

利用电化学电位噪声方法检测了不同腐蚀状态304与316两种不镑钢管焊缝区试样在室温碱液中的腐蚀行为,并采用电化学噪声时域谱、频域谱进行了分析,结果表明:不同腐蚀状态焊缝试样的腐蚀电位及噪声时城谱特征不同,可利用电位噪声频城谱的高频斜率K值定性判定是否发生局部腐蚀,同时可根据频城谱中发生事件特殊频率fn区分材料的腐蚀状态...     

细晶钢的摩擦学性能初探

细晶钢作为新一代的钢铁材料,通过细化晶粒提高强度,改善其摩擦学性能。经试验对比细晶钢和45#钢在不同添加剂、不同负荷条件下的摩擦磨损情况,结果表明细晶钢在特定添加剂的高负荷条件下,其摩擦学性能优于45#钢。     

钢质管道挤压变形过程数值模拟

基于对钢质输油管道挤压变形原理的分析,建立上下刀具加载作用下钢质输油管道挤压变形模型,采用扩展拉格朗日方法求解三维接触挤压问题,完成20号无缝钢挤压变形过程的数值模拟。将模拟试验数据与前人实际试验数据进行对比与验证,模拟结果与实际试验结果吻合。该模型可以用于模拟不同规格管道挤压变形情况,得到管道挤压变形的位移、载荷和应力分布规律,为管道应急抢修提供理论和实践依据。     

钢结构制药厂房火灾特点及爆炸坍塌情形分析

通过对钢结构制药厂房（车间）的建筑结构、火灾特点的分析以及钢结构建筑发生坍塌和引发爆炸等情形的正确判断,为今后处置该类场所灾害事故的救援行动提供参考依据。     

碳钢中夹杂物诱发点蚀的规律和特性研究

选用5种低碳钢,通过浸泡试验、显微腐蚀试验和极化试验,考察了碳钢在3%NaCl(质量分数,下同)溶液中夹杂物诱发点蚀的规律和特点.结果表明:样品刚浸入溶液时其最初电位高于点蚀电位,钢中一些夹杂物活化,先诱发点蚀;局部活化使钢样的电位迅速下降,当降至点蚀电位之下,未发生点蚀或未充分诱发点蚀的夹杂物受到保护,不再活化;在阳极极化试验中,当钢样的电位极化到点蚀电位或点蚀电位以上,钢中的夹杂物几乎都会活化而诱发点蚀.