青岛华润万象城商业综合体结构设计

青岛华润万象城属于复杂超限高层建筑,工程长宽比偏大,平面布置较为复杂,具有扭转不规则、楼板局部不连续、竖向不规则、抗侧力构件不连续、结构超长等特点。结构设计采用基于性能的抗震设计方法,对结构进行详细的小震弹性计算、小震弹性时程分析、中震及大震验算,并在工程中设置了RBS消能墙作为"抗震二道防线",其对平面扭转不规则也具有较好的控制效果。此外,对超长结构的温度应力作用、大跨度楼盖的舒适度以及抗浮设计方案进行分析与研究。计算及分析结果表明,结构各项指标能较好满足规范的相关要求,结构布置合理、安全可行。     

万盛煤化二期100kt/a二甲醚项目建设及开车总结

介绍重庆万盛煤化有限责任公司上马二期100 kt/a二甲醚项目的背景,相较于一期装置的优化情况,施工与试车、开车过程中出现的问题及解决方法。目前该装置高负荷、优质、稳定运行。     

微型步进马达线架组自动卷线设备设计

微型步进马达线圈组卷线上下料基本靠手动作业,效率低下,同时因工人技术水平的不同造成产品品质不稳定的问题多发.为此专门设计了微型步进马达线圈组自动卷线及上下料设备.通过结合现阶段的先进工业技术,采用振动盘分离区分进料,多机构并联三菱PLC及威纶人机界面触摸屏研发了此微型步进马达线圈组自动上下料及卷线设备.通过该设备实现了微型步进马达因工人不足导致产能减少和品质多发问题,减少企业成本,提升产品品质.     

Strain rate dependency and fragmentation pattern of expanding warheads

For the characterization of the behaviors of a metal material in events like expanding warheads, it is necessary to know its strength and ductility at high strain rates, around 104e105/s. The flyer plate impact testing produces the uniform stress and strain rates but the testing is expensive. The Taylor test is relatively inexpensive but produces non-uniform stress and strain fields, and the results are not so easily inferred for material modeling. In the split-Hopkinson bar(SHB), which may be used in compression, tension and torsion testing, the strain rates never exceeds 103/s. In the present work, we use the expanding ring test where the strain rate is 104e105/s. A streak camera is used to examine the expanding ring velocity, and a water tank is used to collect the fragments. The experimental results are compared with the numerical simulations using the hydrocodes AUTODYN, IMPETUS Afea and a regularized smooth particle(RSPH) software. The number of fragments increases with the increase in the expansion velocity of the rings. The number of fragments is similar to the experimental results. The RSPH software shows much the same results as the AUTODYN where the Lagrangian solver is used for the ring. The IMPETUS Afea solver shows a somewhat different fragmentation characteristic due to the node splitting algorithm that induces pronounced tensile splitting.     

脱空缺陷对钢管混凝土压弯扭构件力学性能的影响研究

为研究脱空缺陷对钢管混凝土试件在压弯扭复合作用下力学性能的影响,对14根(包括6根带脱空缺陷试件、6根无脱空试件以及2根空钢管试件)压弯扭复合作用下的试件进行试验研究。以轴压比、弯扭比为主要试验参数,考察带缺陷试件的破坏模式和脱空缺陷对荷载-位移关系曲线、扭矩-转角关系曲线的影响。试验结果表明:脱空缺陷的存在对试件的破坏模式影响并不显著,但会降低试件的承载力;对于带脱空缺陷的试件,轴压比和弯扭比的增加均导致试件承载力系数有所降低。     

Critical parameters near the ferromagnetic-paramagnetic phase transition in La0.67–xYxBa0.23Ca0.1MnO3 compounds（x=0.10 and x=0.15）

The critical properties of the mixed manganite La0.67–x Y x Ba0.23Ca0.1Mn O3 with x=0.10 and x=0.15 around the paramagnetic(PM)-ferromagnetic(FM) phase transition were investigated through various techniques. These involved modified Arrott plots, Kouvel-Fisher method and Widom scaling relation. Magnetic data, analyzed in the critical region, using the above methods, yielded the critical exponents for(x=0.10) La0.57Y0.10Ba0.23Ca0.1Mn O3(β=0.312±0.002 and γ=1.147±0.003 at T C=299.23±0.05 K). Moreover, the estimated critical exponents of(x=0.15) La0.52Y0.15Ba0.23Ca0.1Mn O3 were β=0.286±0.004 and γ=0.943±0.002 at T C=289.53±0.06 K. The critical exponents’ values were close to the theoretical values of 3D-Ising model and tricritical mean-field model. These results suggested that the present composition should be close to a tricritical point in the La0.67–x Y x Ba0.23Ca0.1Mn O3 phase diagram. Expressing the field dependence as ΔS M∝H n allowed us to establish a relationship between the exponent n and the critical exponents of the material and to propose a phenomenological universal curve for the field dependence of ΔS M.