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101.
锤击法在熔丝积材残余应力消除中具有非常重要的研究价值和学术意义。近年来该方法日趋完善,现已成为消除熔丝积材残余应力的重要方法之一。本文概括综述了消除残余应力的方法,并着重分析了锤击法消除残余应力的国内外研究现状和最新进展。希望能给相关工作者提供参考。 相似文献
102.
为查清糯东煤矿11705工作面内部煤厚变化,并圈出工作面瓦斯治理高风险区域,为工作面安全高效生产提供指导,采用槽波地震透射法对11705工作面进行探测。联合槽波速度解释与能量解释两种方法,辨析透射槽波的质量,将质量差的槽波射线分别绘制在平面图上,采用射线交汇的方法划分工作面的开采风险分布区域。探测成果与实验室中解吸法的瓦斯测定成果进行了对比,结果表明,煤与瓦斯突出矿井槽波速度与瓦斯富集区存在一定相关性,在槽波高速区、波速急剧变化带或高低速相间分布区,瓦斯含量可能较高;被四周高速区所包围的低速区域瓦斯含量较高。上述结论为国内同类型矿井瓦斯富集区探测提供了借鉴。 相似文献
103.
In this research both low temperature high velocity oxygen-fuel flame (LT-HVOF) and high velocity oxygen-fuel flame (HVOF) techniques were employed to prepare WC-10Co4Cr splats and coatings. In situ cutting of WC-10Co-4Cr splats was carried out with focused ion beam (FIB), and a model was proposed to describe how the wear resistance of WC-10Co4Cr coatings was correlated with its residual stress state and the splats deposition state. It was observed that in LT-HVOF spraying process, WC-10Co4Cr splats were slightly melted showing "hill" shape, while in HVOF spraying process, the splats were half melted having the appearance of "concavity". The residual stress of WC-10Co4Cr coatings is determined by the size, melting state, flight speed and temperature gradient of splats. In this paper, the quantitative function formula involving heating temperature and the flight speed of the powder is put forward for the first time to predict the wear resistance of the WC-10Co4Cr coatings. This will provide a theoretical basis for engineering practice and an effective way to save costs. 相似文献
104.
105.
常规变速控制系统的精度不高,变换器晶闸管开关动作产生的高频纹波较大,为此提出一种基于卡尔曼滤波的反步控制方法。文章通过分析波浪能提取装置的受力及幅频特性,获取了波浪能转化效率最大化的控制条件,并搭建了一套基于卡尔曼滤波的波浪发电反步最优功率控制系统。通过仿真研究了3种控制方法的控制精度和有效性,仿真结果表明:低通滤波反步法存在相位延迟,不能满足最大功率捕获策略的相位条件,影响系统的最终有功功率输出;反步法的跟踪误差较大,导致系统输出的有功功率较低;卡尔曼滤波反步法的动态性能较好,跟踪电流的波形振幅较小,能保证系统全局收敛,在电机速度方向、幅值和频率突变的情况下,仍能快速准确跟踪给定信号,鲁棒性和抗干扰能力更好。 相似文献
106.
Rock joints infilled with sediments can strongly influence the strength of rock mass. As infilled joints often exist under unsaturated condition, this study investigated the influence of matric suction of infill on the overall joint shear strength. A novel technique that allows direct measurement of matric suction of infill using high capacity tensiometers (HCTs) during direct shear of infilled joints under constant normal stiffness (CNS) is described. The CNS apparatus was modified to accommodate the HCT and the procedure is explained in detail. Joint specimens were simulated by gypsum plaster using three-dimensional (3D) printed surface moulds, and filled with kaolin and sand mixture prepared at different water contents. Shear behaviours of both planar infilled joints and rough joints having joint roughness coefficients (JRCs) of 8–10 and 18–20 with the ratios of infill thickness to asperity height (t/a) equal to 0.5 were investigated. Matric suction shows predominantly unimodal behaviour during shearing of both planar and rough joints, which is closely associated with the variation of unloading rate and volumetric changes of the infill material. As expected, two-peak behaviour was observed for the rough joints and both peaks increased with the increase of infill matric suction. The results suggest that the contribution of matric suction of infill on the joint peak normalised shear stress is relatively independent of the joint roughness. 相似文献
107.
Keshab Kumar Karna Na Young Choi Chul Young Kim Hye Kyung Kim Yu Seob Shin Jong Kwan Park 《International journal of molecular sciences》2020,21(23)
Gui-A-Gra, a commercial insect powder from Gryllus bimaculatus, is registered as an edible insect by the Korean food and drug administration. The aim of this study was to investigate the effect of Gui-A-Gra on testicular damage induced by experimental left varicocele in male Sprague Dawley rats. A total of 72 rats were randomly divided into the following six groups (12 rats in each group): a normal control group (CTR), a group administrated with Gui-A-Gra 1.63 gm/kg (G1.63), a group administrated with Gui-A-Gra 6.5 gm/kg (G6.5), a varicocele (VC)-induced control group (VC), a VC-induced group administrated with Gui-A-Gra 1.63 gm/kg (VC + G1.63), and a VC-induced group administrated with Gui-A-Gra 6.5 gm/kg (VC + G6.5). Rats were administrated 1.63 or 6.5 gm/kg Gui-A-Gra once daily for 42 days. Indicators of sperm parameters, histopathology, reproductive hormones, oxidative stress, endoplasmic reticulum (ER) stress, inflammation, and mitochondrial apoptosis were analyzed to evaluate effects of Gui-A-Gra on VC-induced testicular dysfunction. Gui-A-Gra administration to VC-induced rats significantly (p < 0.05) increased sperm count and sperm motility, Johnsen score, spermatogenic cell density, serum testosterone, testicular superoxide dismutase (SOD), glutathione peroxidase (GPx), catalase, GPx4, and steroidogenic acute regulatory protein (StAR) level. Moreover, pretreatment with Gui-A-Gra significantly (p < 0.05) decreased terminal deoxynucleotidyl transferase-mediated dUTP nick-end labeling (TUNEL) positive cells/tubules, serum luteinizing hormone (LH), serum follicle-stimulating hormone (FSH), testicular tumor necrosis factor-α (TNF-α), interleukin-6 (IL-6), malondialdehyde (MDA), reactive oxygen species (ROS)/reactive nitrogen species (RNS) level, glucose-regulated protein-78 (Grp-78), phosphorylated c-Jun-N-terminal kinase (p-JNK), phosphorylated inositol-requiring transmembrane kinase/endoribonuclease 1α (p-IRE1α), cleaved caspase-3, and BCL2 associated X protein: B-cell lymphoma 2 (Bax: Bcl2) ratio in VC rats. These results suggest that protective effects of Gui-A-Gra on VC-induced testicular injury might be due to its antioxidant, anti-inflammatory, and androgenic activities that might be mediated via crosstalk of oxidative stress, ER stress, and mitochondrial apoptosis pathway. 相似文献
108.
针对南关煤矿3205运输巷道工作面掘进与支护困难、巷道变形严重且维修频繁的现状,为破解复杂应力情况下煤柱合理留设宽度这一关键性问题,借助FLAC 3D软件进行了应力场与位移场仿真分析。研究结果表明:显著的水平应力场、邻近的采动应力场与劣化的围岩稳定性三重因素的综合作用是制约3205运输巷正常掘进作业的瓶颈。在不同煤柱宽度方案比选过程中,窄煤柱在应对较强水平应力与剪切应力作用时处于劣势。煤柱宽度越大,采动应力场对煤柱及工作面的影响越小,采掘活动更为安全。经过方案比选,最终确立留设煤柱在复杂应力区段的合理宽度为30 m。 相似文献
109.
110.
《Geotextiles and Geomembranes》2020,48(4):532-538
This study numerically investigates the behaviour of a geosynthetic-reinforced soil (GRS) wall under surcharge loading. Data from a full-scale GRS physical model wall was used to verify the numerical analysis. The modelling was carried out using the two-dimensional finite difference computer program FLAC to verify the post-construction performance of a full-scale GRS segmental wall under surcharge loading. The real value of compaction induced stress (CIS) specified for the vibrating plate compactor used in the physical model wall was employed in the analyses. Two procedures for modelling the CIS found in the literature were used in the analyses: uniform vertical stress applied to the surface of each layer (type I) and uniform vertical stress applied at the top and bottom of each layer (type II). The results clearly showed that the numerical analyses using compaction procedure type II accurately represent the measured values obtained from the full-scale wall under surcharge loading as well as during construction. The numerical analyses considering type I compaction modelling overestimated the measurements during both construction and surcharge application. 相似文献