一种新型包装专用蜡的研制

为了根据某瓦楞纸箱生产厂的实际生产条件制备一种耐热、耐低温、防水、透气等性能优异的包装专用蜡，将58号全炼蜡和70号微晶蜡混合物作为基础蜡料，分别考察添加剂、助剂、抗氧剂等对基础蜡料滴熔点、运动黏度及外观等的影响，确定了最佳制备配方：合成蜡、添加剂B、助剂1、助剂2、抗氧剂加入量（w）分别为基础蜡料质量的9.8%，6.5%，1.5%，2.1%，0.1%。在温度为160 ℃、时间为30 min、搅拌速率为200 r/min条件下制备的包装专用蜡具有熔点高、黏附性强、光泽性好的优点，满足该瓦楞纸箱生产厂的质量和外观要求。     

铝合金三角形波纹夹芯板对平头弹抗冲击特性数值模拟研究

为研究铝合金三角形波纹夹芯板对平头弹体的抗冲击性能及损伤特性，利用有限元软件ABAQUS/Explicit建立弹体冲击靶板的数值模拟模型，并结合实验验证了模型及其参数的有效性。基于数值计算结果，分析了三角形波纹夹芯板几何结构对其防护性能、失效模式和能量吸收的影响规律及机理，并与等面密度单层板进行对比分析，研究结果表明，靶体几何结构对其抗冲击性能存在影响，三角形波纹夹芯板抗冲击性能低于单层板抗冲击性能。此外，增加芯体拓扑结构夹角能显著提高三角形波纹夹芯板的抗冲击性能，并且靶板几何形状会对其失效模式及耗能特性存在影响。     

废弃料制本色桉木浆在瓦楞原纸生产中的应用

对一种桉木片进行纤维形态和化学分析,评价其制浆造纸价值。同时,对桉木片进行化学预处理和机械制浆,把制成的桉木浆和工厂已有的国废浆进行浆料特性分析。通过实验室小试,把桉木浆与国废浆按不同比例混合来抄片,对抄造出的纸张进行物理性能的检测,包括环压指数、耐破指数、裂断长和耐折度。结果表明:纸张环压指数随着桉木浆比例的增大而增加。因此,可采用一定比例的桉木浆替代废纸来生产瓦楞原纸。     

内插松弛扭带波节管的流动与传热特性的数值模拟

采用RNG k-ε数值模拟方法研究一种新型内插松弛扭带波节管（CLT）的流动与传热特性。将数值模拟结果与自建实验台的实验结果进行了对比验证；比较了CLT和内插松弛扭带光管（SLT）的传热性能差异；考察了CLT中扭率和余隙比对流动和传热特性的影响规律。研究结果表明CLT相比于传统的SLT，传热性能最多提高1.17倍，综合传热性能的绝对数值最多增加0.15。CLT的综合传热性能随着扭率的增加而增加，而增加的幅度却逐渐减小，高Reynolds数时减小的程度更加显著。同时，综合传热性能随着余隙比的增大而降低并且降低的幅度也逐渐减小，在低Reynolds数时明显降低，而在高Reynolds数时略微降低。综合考虑，低Reynolds数时应该选择余隙比低的扭带，而高Reynolds数时则应选择余隙比高的扭带。     

正弦波纹挡板式沉降器内流动特性

采用VOF模型对正弦波纹式入口挡板的重力非均相沉降器内流场进行数值模拟研究。对比了正弦波纹挡板与平挡板的平均流场分布情况，分析了沉降器的轴向流速均一程度（λ₁）随时间演化特性，探究了λ₁和面积加权平均湍流强度（I_a）在沉降器内空间分布特性；引入流场均稳指标USC，研究了冲击间距（L_b/D）对USC的影响。结果表明：正弦波纹挡板作为入口构件可以有效降低返混。在0.84＜L_b/D＜2.17范围内，正弦波纹板沉降器内流场的均一程度整体高于平面挡板；随着L_b/D减小，平挡板沉降器内流场的λ₁基本不变，但正弦波纹挡板沉降器内流场的λ₁降低，且对I_a的影响不明显。对比平挡板，正弦波纹挡板可以有效降低轴向速度的梯度，使返混区面积减小，流场稳定性提高。随着L_b/D增加，USC值呈现多峰值趋势，L_b/D=2.17时正弦波纹板沉降器的USC取得极大值为14.68，较平挡板提高了93.67%。     

Experimental investigation of forced flow boiling of nitrogen in a horizontal corrugated stainless steel tube

Experimental investigation is performed on the heat transfer characteristics of forced flow boiling of saturated liquid nitrogen (LN₂) in a horizontal corrugated stainless steel tube with a 17.6 mm maximum inner diameter. The local heat transfer coefficients (HTCs) are measured at two mass flow rates with a wide range of wall heat fluxes. The effects of the heat flux, mass flow flux and vapor quality on the two-phase heat transfer characteristics are discussed. The results reveal that the local HTCs increase with the heat flux and mass flow flux. The measured local HTCs present a strong dependence on the heat flux. The circumferential averages of the HTCs for the present corrugated tube are compared with the empirical correlations proposed for the smooth tubes, and the results show that the heat transfer is enhanced due to the area augmentation.     

高温合金蜂窝成形制造工艺及性能评价

目的 研究高温合金蜂窝成形工艺参数优化规律。方法 采用辊压成形、整形和点焊工艺制备高温合金蜂窝芯体，并对成形后的蜂窝芯体进行性能表征及失效分析。研究辊压成形工艺、整形工艺和点焊工艺参数，对采用最优工艺参数得到的高温合金蜂窝芯体样件分别进行压缩、剪切性能测试，对样件进行性能表征及失效分析，得出其最大压缩力、平面压缩强度以及失效方式。结果 选取30 t压力时，校形效果良好；当焊接电流为500 A，焊接时间为0.005 s时，焊点质量最好。结论 采用优化后的工艺参数制得的样件尺寸精度和质量较高，能够为高温合金蜂窝制造提供指导。     

Microstructure and mechanical behavior of Ti/Cu/Ti laminated composites produced by corrugated and flat rolling

Ti/Cu/Ti laminated composites were fabricated by corrugated rolling (CR) and flat rolling (FR) method. Microstructure and mechanical properties of CR and FR laminated composites were investigated by scanning electron microscopy, numerical simulation methods, peel and tensile examinations. The effect of CR and FR was comparatively analyzed. The results showed that the CR and FR laminated composites exhibited different effective plastic strain distributions of the Ti layer and Cu layer at the interface. The recrystallization texture, prismatic texture and pyramidal texture were developed in the Ti layer by CR, while the R-Goss texture and shear texture were developed in the Cu layer by CR. The typical deformation texture components were developed in the Ti layer and Cu layer of FR laminated composites. The CR laminated composites had higher bond strength, tensile strength and ductility.     

煤矿巷道直墙半圆拱形波形钢腹板支架稳定承载性能

将新型波形钢腹板支架用于煤矿巷道金属支架结构中,采用试验研究和有限元数值模拟分析相结合的方法,研究波形钢腹板支架结构的稳定承载性能。设计了2榀直墙半圆拱形波形钢腹板支架的模型试验,得到支架的失稳破坏形态、应变与位移发展规律,并分析了波形钢腹板翼缘厚度变化对支架承载力的影响程度。结果表明:波形钢腹板支架破坏形态为整体非对称失稳,支架翼缘厚度由12 mm增加为16 mm时,即增幅为33%,支架的承载力提高27. 38%,表明翼缘厚度对支架的承载性能有显著影响。试验结果与有限元分析结果吻合良好,验证了有限元模型的正确性。同时采用有限元方法对用钢量基本相同的矿用工字钢支架和波形钢腹板支架进行对比,结果表明:波形钢腹板支架承载力比矿用工字钢提高了31. 68%,其变形约为矿用工字钢的4/5。通过数值模拟分析波形钢腹板支架截面各参数对支架弹性和弹塑性屈曲荷载的影响,发现腹板高度和厚度是较敏感参数;并比较了波形钢腹板支架和矿用工字钢支架分别在静水压力作用下、垂直单向应力作用下和垂向力为主的荷载作用下的支护性能,发现在相同的用钢量情况下,波形钢腹板支架具有较高的抗剪承载力,在高厚比很大的情况下不容易发生屈曲,且翼缘用钢量集中,使得截面的抗弯和轴压稳定承载力也大幅度提高,故它在各种荷载状态下的变形量均小于矿用工字钢支架,其支护效果优于矿用工字钢支架。     

Seismic performance of corrugated steel plate concrete composite shear walls

In this paper, composite shear walls with different encased steel plates (flat, horizontal corrugated, and vertical corrugated) were tested and simulated by Abaqus to investigate the seismic behavior of corrugated steel plate concrete composite shear walls (SPCSWs). The failure characteristics, deformation and energy dissipation capacity, and stiffness and bearing capacity of the structures under low‐frequency cyclic load were analyzed, and indexes of the seismic performance were obtained. The formulas of the shear‐bearing capacity of steel plate concrete composite shear walls are suggested, and the shear‐sharing ratio of each member is obtained. According to the obtained results, corrugated steel plates can bond with concrete well, and the bearing capacity of the vertical corrugated SPCSW are higher than that of the horizontal corrugated SPCSW. Compared with flat SPCSW, corrugated SPCSW has higher initial stiffness and lateral stiffness, better ductility and energy dissipation ability, and the degradation of bearing capacity and stiffness is slower. The shear‐sharing ratio of a steel plate is larger than that of reinforced concrete in the flat SPCSW and the vertical corrugated SPCSW, the shear force shared by steel plate and reinforced concrete in horizontal corrugated SPCSW is basically the same.