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Vertical distribution of the Kuroshio velocity in the Pollution Nagasaki section and its formative mechanism 被引量:2
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作者 邓丽静 魏皓 汪嘉宁 《Marine Science Bulletin》 CAS 2015年第1期26-39,共14页
The seasonal and interannual variations of the vertical distribution of the Kuroshio velocity and its formative mechanism were studied by analyzing the Global Ocean Reanalysis Simulation 2 (GLORYS2) dataset in the P... The seasonal and interannual variations of the vertical distribution of the Kuroshio velocity and its formative mechanism were studied by analyzing the Global Ocean Reanalysis Simulation 2 (GLORYS2) dataset in the Pollution Nagasaki (PN) section (126.0°E-128.2°, at depths less than 1000 m). The results indicated that: 1) the maximum transport in the PN section occurs in summer, followed by spring, and the minimum transport occurs in fall and winter; the maximum velocities are located at the subsurface in both winter and summer and velocities are relatively larger and at a shallower depth in summer; and the velocity core is located at the surface in spring and fall. The isopycnic line has a clear depression around the Kuroshio axis in winter. The depth of maximum velocity and the zero horizontal density gradients both exhibit substantial seasonal and interannual variations, and the interannual variations are larger. 2) The distributions of velocity and density are in accordance with the therma~ wind relation. Although Kuroshio transport is determined by the large-scale wind field and mesoscale motion in the Pacific Ocean; local heat flux and thermohaline circulation influence the density field, modify the vertical structure of the Kuroshio velocity, and adjust the allocation of water fluxes and nutrients transport. 3) Shelf-water offshore transport into the Kuroshio upper layer induced by southwest monsoons might contribute to the maximum velocity up to the surface in summer. Nonlinear and nongeostrophic processes are not considered in the present study, and the thermal wind relation accounts for part of the vertical structure of the Kuroshio velocity. 展开更多
关键词 KUROSHIO vertical distribution of velocity thermal wind relation PN section
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Vertical section phase diagrams of La−Fe−B ternary system 被引量:2
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作者 Qi WEI Zhao LU +4 位作者 Qing-rong YAO Jian-qiu DENG Jiang WANG Huai-ying ZHOU Guang-hui RAO 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2021年第6期1748-1757,共10页
The vertical sections of the La−Fe−B system were investigated using electron probe microanalysis and differential thermal analysis.Based on the microstructures and phase compositions of the as-cast and equilibrium all... The vertical sections of the La−Fe−B system were investigated using electron probe microanalysis and differential thermal analysis.Based on the microstructures and phase compositions of the as-cast and equilibrium alloys,together with their heat flow−temperature curves,phase diagrams for three vertical sections were drawn:La_(x)Fe_(82)B_(y)(x+y=18),La_(x)Fe_(70)B_(y)(x+y=30)and La_(x)Fe_(53)B_(y)(x+y=47),where x and y represent mass fraction of La and B,respectively,%.Additionally,according to the phase diagrams,the compound La2Fe14B was identified as a stable phase at high temperatures.It was found to be stable between 926.2 and 792.6℃;at low temperatures,however,it decomposed into α-La,α-Fe and LaFe_(4)B_(4),according to the reaction La_(2)Fe_(14)B→α-Fe+α-La+LaFe_(4)B_(4). 展开更多
关键词 solidification characteristics vertical section phase diagram equilibrium alloy high temperature stable compound
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Characteristics of wheel-rail vibration of the vertical section in high-speed railways 被引量:3
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作者 Jiuchuan YANG Kaiyun WANG Hongyu CHEN 《Journal of Modern Transportation》 2012年第1期10-15,共6页
In order to analyze the characteristics of wheel-rail vibration of the vertical section in a high-speed railway, a vehicle-line dynamics model is established using the dynamics software SIMPACK. Through this model, th... In order to analyze the characteristics of wheel-rail vibration of the vertical section in a high-speed railway, a vehicle-line dynamics model is established using the dynamics software SIMPACK. Through this model, the paper analyzes the influence of vertical section parameters, including vertical section slope and vertical curve radius, on wheel-rail dynamics interaction and the acting region of wheel-rail vibration. In addition, the characteristics of wheel- rail vibration of the vertical section under different velocities are investigated. The results show that the variation of wheel load is not sensitive to the vertical section slope but is greatly affected by the vertical curve radius. It was also observed that the smaller the vertical curve radius is, the more severe the interaction between the wheel and rail be- comes. Furthermore, the acting region of wheel-rail vibration expands with the vertical curve radius increasing. On another note, it is necessary to match the slope and vertical curve radius reasonably, on account of the influence of operation speed on the characteristics of wheel-rail vibration. This is especially important at the design stage of vertical sec- tions for lines of different grades. 展开更多
关键词 high-speed railway vertical section wheel-rail vibration SLOPE vertical curve radius
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PHASE DIAGRAM OF Nd-Fe-B TERNARY SYSTEM——Ⅱ.Two Vertical Sections with Constant Nd and B Respectively,Passing Through Nd_2Fe_(14) B Point
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作者 ZHANG Ning, Central Iron and Steel Research Institute, Ministry of Metallurgical Industry, Beijing, ChinaLUO Yang, San Huan New Material Research and Development Center, Academia Sinica, Beijing, China 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1989年第11期333-338,共6页
According to the experimental data of phase transition taken from DTA, metallography, SEM and microzone composition, two vertical sections of the ternary phase diagram (B=5.88 at.-%, Nd≤45.41 at.-% andNd_2Fe_(14)BNd_... According to the experimental data of phase transition taken from DTA, metallography, SEM and microzone composition, two vertical sections of the ternary phase diagram (B=5.88 at.-%, Nd≤45.41 at.-% andNd_2Fe_(14)BNd_(1.1)Fe_4B_4 , B≤44.56 at.-%) have been drawn in detail. It is verified that the crystallization of both Nd_2Fe_(14)B and Nd_(1.1)Fe_4B_4 phase, during cooling from melt, would take peritectic reaction instead of solid-liquid congruent precipita- tion. 展开更多
关键词 Nd-Fe-B phase diagram vertical section
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Vertical sections of Tb_(0.15)Ho_(0.85)Fe_y-Tb_(0.3)Dy_(0.7)Fe_y(y=1.85, 1.9, 2.0) in Tb-Dy-Ho-Fe system
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作者 王博文 黄文美 +3 位作者 翁玲 孙英 曹淑瑛 王志华 《Journal of Rare Earths》 SCIE EI CAS CSCD 2015年第11期1170-1174,共5页
The x(Tb0.15Ho0.85Fey)+(1–x)(Tb0.3Dy0.7Fey)(x=0, 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 0.9; y=1.85, 1.9, 2.0) samples were prepared by a vacuum arc furnace, and annealed at 1000 oC for 1 d and at 950 oC fo... The x(Tb0.15Ho0.85Fey)+(1–x)(Tb0.3Dy0.7Fey)(x=0, 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7, 0.8, 0.9; y=1.85, 1.9, 2.0) samples were prepared by a vacuum arc furnace, and annealed at 1000 oC for 1 d and at 950 oC for a week. Three vertical sections of Tb0.15Ho0.85Fey-Tb0.3Dy0.7Fey(y=1.85, 1.9, 2.0) in the Tb-Dy-Ho-Fe system were determined using optical microscopy, scanning electron microscopy, energy dispersion X-ray spectroscopy, X-ray diffraction, and differential thermal analysis. These vertical sections consisted of two single-phase regions: L and(Tb,Dy,Ho)Fe2; four two-phase regions: L+(Tb,Dy,Ho)Fe3, L+(Tb,Dy,Ho)Fe2,(Tb,Dy,Ho)Fe2+(Tb,Dy,Ho)Fe3, and(Tb,Dy,Ho)Fe2+(Tb,Dy,Ho). The high Ho content of(Tb,Dy,Ho)Fey alloys led to the elevation of the peritectic temperature of L+(Tb,Dy,Ho)Fe3→(Tb,Dy,Ho)Fe2. The region of(Tb,Dy,Ho)Fe2 phase was shifted towards the side of rich-Ho with the Fe content increasing. It meant that the substitution of Ho for Dy or Tb had a marked effect on the solidification process of(Tb,Dy,Ho)Fe2 compounds. 展开更多
关键词 Tb-Dy-Ho-Fe system phase relationship vertical section microstructure rare earths
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Weakening effect of vertical prestress ducts on web sections in prestressed concrete box girder bridges
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作者 Shen Mingyan Zhong Xingu Yin Xuwen Shu Xiaojuan 《Engineering Sciences》 EI 2010年第2期73-79,共7页
Based on experimental study result of two simply supported beams,which were prestressed by vertical tendons,the research on the weakening effect of vertical prestress ducts on web sections of prestressed concrete box ... Based on experimental study result of two simply supported beams,which were prestressed by vertical tendons,the research on the weakening effect of vertical prestress ducts on web sections of prestressed concrete box girder was carried out. The test result shows that in the condition without grouting into the ducts,the cracking load is evidently lower than that with full grouting,and stirrup stress and principal tension stress at the surface of concrete will increase obviously. Meanwhile,the finite element analysis has been done to the test beams. The research is consistent with the analysis of finite element. The research tells that strengthening the detection and management for the vertical prestress grouting quality have an important meaning to prevent cracking of the prestressed concrete box girder bridge and provide one theoretical and testing basis for analyzing the cracking reason of such bridges. 展开更多
关键词 concrete box girder bridge vertical prestress duct weakening of web section experimental study finite element analysis
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A Simplified Nonlinear Model of Vertical Vortex-Induced Force on Box Decks for Predicting Stable Amplitudes of Vortex-Induced Vibrations 被引量:12
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作者 Le-Dong Zhu Xiao-Liang Meng +1 位作者 Lin-Qing Du Ming-Chang Ding 《Engineering》 SCIE EI 2017年第6期854-862,共9页
Wind-tunnel tests of a large-scale sectional model with synchronous measurements of force and vibration responses were carried out to investigate the nonlinear behaviors of vertical vortex-induced forces (VIFs) on t... Wind-tunnel tests of a large-scale sectional model with synchronous measurements of force and vibration responses were carried out to investigate the nonlinear behaviors of vertical vortex-induced forces (VIFs) on three typical box decks (i.e., fully closed box, centrally slotted box, and semi-closed box). The mechanisms of the onset, development, and self-limiting phenomenon of the vertical vortex-induced vibration (VlV) were also explored by analyzing the energy evolution of different vertical VIF components and their contributions to the vertical VIV responses. The results show that the nonlinear components of the vertical VIF often differ from deck to deck; the most important components of the vertical VIF, governing the stable amplitudes of the vertical VIV responses, are the linear and cubic components of velocity contained in the self-excited aerodynamic damping forces. The former provides a constant negative damping ratio to the vibration system and is thus the essential power driving the development of the VIV amplitude, while the latter provides a positive damping ratio proportional to the square of the vibration velocity and is actually the inherent factor making the VIV amplitude self-limiting. On these bases, a universal simplified nonlinear mathematical model of the vertical VIF on box decks of bridges is presented and verified in this paper; it can be used to predict the stable amplitudes of the vertical VIV of long-span bridges with satisfactory accuracy. 展开更多
关键词 Box deck of bridge vertical vortex-induced vibration vertical vortex-induced force Simplified nonlinear model Wind-tunnel test Large-scale sectional model Synchronous measurement of force and vibration
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Modeling of Strip Heating Process in Vertical Continuous Annealing Furnace 被引量:2
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作者 WAN Fei WANG Yong-qin QIN Shu-ren 《Journal of Iron and Steel Research International》 SCIE CAS CSCD 2012年第5期29-36,共8页
The mechanism for heat transfer of radiation is usually adopted to heat strip in vertical continuous annealing furnace. The rate of heat transfer among strip and other objects can be hugely affected by the parameters ... The mechanism for heat transfer of radiation is usually adopted to heat strip in vertical continuous annealing furnace. The rate of heat transfer among strip and other objects can be hugely affected by the parameters of strip speed, geometry factors and radiating characteristic of surfaces of strip, radiating tubes and walls of furnace. A model including all parameters is proposed for calculating the heat transfer coefficient, predicting the strip tempera- ture and boundary temperature of strip through analyzing these parameters. The boundary temperature is a important datum and different from average arithmetic value of temperature of strip and temperature in furnace. Also, the model can be used to analyze the relation for temperature of strip and heat transfer coefficient, total heat transfer quantity and heating time. The model is built by using the radiating heat transfer rate, the Newtonrs law of cooling, and lumped system analysis. The results of calculation are compared to the data from production line. The comparisons indicate that the model can well predict the heating process. The model is already applied for process control in pro- duction line. Also, this research will provide a new method for analyzing the radiation heat transfer. 展开更多
关键词 vertical continuous annealing furnace (VCAF) radiation tube section (RTS) radiation heat transfer heat transfer coefficient heat transfer rate
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Shallow Subsurface Stratigraphy Inferred from the Use of Vertical Electrical Soundings (VES) Survey in Central Chihuahua, Mexico
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作者 Alejandro Villalobos-Aragón Vanessa V. Espejel-García +1 位作者 Daphne Espejel-García Lucio Rivas-Lobera 《Open Journal of Geology》 2019年第1期15-28,共14页
Vertical Electrical Soundings (VES) provide fast and economical measurements used in geophysical exploration. VES were carried out in El Sauz-Encinillas (ESE) aquifer, in northern Mexico, to determine apparent resisti... Vertical Electrical Soundings (VES) provide fast and economical measurements used in geophysical exploration. VES were carried out in El Sauz-Encinillas (ESE) aquifer, in northern Mexico, to determine apparent resistivity and geoelectrical units’ thickness. Despite it being one of the three main aquifers feeding Chihuahua city, a lack of available geophysical data prevails in its northern portion. The main goal of this study was the determination of the geoelectrical units in the subsurface stratigraphy via electrical-resistivity soundings. The ESE’ aquifer is located within alluvial Quaternary sediments, with varying granulometry and reaching from a few meters to more than 600 meters of thickness at the center of the valley. Forty-five vertical electrical resistivity soundings (Schlumberger array, maximum AB/2 distance of 500 m) were performed throughout ESE aquifer’s northern portion. Field data were analyzed using software. Results illustrate a wide variability in resistivity values throughout the study area. Five geoelectrical units were identified: 1) a hardpan topsoil, with resistivity values ranging from 200 - 800 Ω-m;2) an alluvial material mixture (sand/silt) with resistivity values ranging from 25 to 100 Ω-m;3) playa lake-type material (clay/evaporites mixture) with resistivity values ranging from 0.2 to 15 Ω-m;4) a gravel/sand mixture with resistivity values from 100 to 300 Ω-m;and 5) a partly fractured rock or conglomeratic material with resistivity values ranging from 400 to 3500 Ω-m. The electrical resistivity data, therefore gives reasonably accurate results that can be used to understand the subsurface stratigraphy and basement configuration in groundwater exploration. 展开更多
关键词 GEOPHYSICS vertical Electric SOUNDINGS Geoelectrical sectionS
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Algorithm of Vertical Profiles of Radar Echoes between Any Two Points Based on Webpage and Its Application
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作者 Lei LI Haibo ZOU Zhiming HE 《Meteorological and Environmental Research》 CAS 2020年第1期34-39,共6页
Based on the puzzle data of radar reflectivity in and around Jiangxi Province,the slope profile method and the polar coordinate method were used to display the vertical profiles of radar echoes between any two points.... Based on the puzzle data of radar reflectivity in and around Jiangxi Province,the slope profile method and the polar coordinate method were used to display the vertical profiles of radar echoes between any two points.The technical route of extracting radar echo profile data by the slope method was proposed and applied to the short-term early warning platform of Jiangxi Province.A thunderstorm weather process occurring from Dongxiang to Wannian on September 23,2018 was analyzed by radar echo profiles.At present,the program has been applied to the short-term early warning platform of Jiangxi Province based on B/S architecture.The automatic drawing and display of radar echo profiles of any two points is practical for forecasters to quickly and effectively track short-term strong convection weather. 展开更多
关键词 Radar ECHO vertical section SHORT-TERM early WARNING platform
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Biomechanical effects of posterior lumbar interbody fusion with vertical placement of pedicle screws compared to traditional placement
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作者 Ji-Hong Jiang Chang-Ming Zhao +2 位作者 Jun Zhang Rong-Ming Xu Lei Chen 《World Journal of Clinical Cases》 SCIE 2024年第20期4108-4120,共13页
BACKGROUND The pedicle screw technique is widely employed for vertebral body fixation in the treatment of spinal disorders.However,traditional screw placement methods require the dissection of paraspinal muscles and t... BACKGROUND The pedicle screw technique is widely employed for vertebral body fixation in the treatment of spinal disorders.However,traditional screw placement methods require the dissection of paraspinal muscles and the insertion of pedicle screws at specific transverse section angles(TSA).Larger TSA angles require more force to pull the muscle tissue,which can increase the risk of surgical trauma and ischemic injury to the lumbar muscles.AIM To study the feasibility of zero-degree TSA vertical pedicle screw technique in the lumbosacral segment.METHODS Finite element models of vertebral bodies and pedicle screw-rod systems were established for the L4-S1 spinal segments.A standard axial load of 500 N and a rotational torque of 10 N/m were applied.Simulated screw pull-out experiment was conducted to observe pedicle screw resistance to pull-out,maximum stress,load-displacement ratio,maximum stress in vertebral bodies,load-displacement ratio in vertebral bodies,and the stress distribution in pedicle screws and vertebral bodies.Differences between the 0-degree and 17-degree TSA were compared.RESULTS At 0-degree TSA,the screw pull-out force decreased by 11.35%compared to that at 17-degree TSA(P<0.05).At 0-degree and 17-degree TSA,the stress range in the screw-rod system was 335.1-657.5 MPa and 242.8-648.5 MPa,separately,which were below the fracture threshold for the screw-rod system(924 MPa).At 0-degree and 17-degree TSA,the stress range in the vertebral bodies was 68.45-78.91 MPa and 39.08-72.73 MPa,separately,which were below the typical bone yield stress range for vertebral bodies(110-125 MPa).At 0-degree TSA,the load-displacement ratio for the vertebral bodies and pedicle screws was slightly lower compared to that at 17-degree TSA,indicating slightly lower stability(P<0.05).CONCLUSION The safety and stability of 0-degree TSA are slightly lower,but the risks of screw-rod system fracture,vertebral body fracture,and rupture are within acceptable limits. 展开更多
关键词 vertical pedicle screw Pedicle screw technique Transverse section angle Lumbosacral segment Finite element analysis
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扩散段立面双向扩张的侧式进/出水口水力特性
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作者 朱洪涛 田端鹏 高学平 《水科学进展》 北大核心 2026年第1期185-196,共12页
为探究扩散段立面双向扩张的侧式进/出水口水力特性,采用数值模拟方法,在立面扩张角总和不变时,分析进/出水口拦污栅断面流速分布规律及内部流态特征,讨论扩散段立面双向扩张的优势。结果表明:(1)出流工况,随着顶板扩张角减小、底板扩... 为探究扩散段立面双向扩张的侧式进/出水口水力特性,采用数值模拟方法,在立面扩张角总和不变时,分析进/出水口拦污栅断面流速分布规律及内部流态特征,讨论扩散段立面双向扩张的优势。结果表明:(1)出流工况,随着顶板扩张角减小、底板扩张角增大,拦污栅断面主流由底部向顶部移动,流速不均匀系数先减小后增大;(2)进流工况,不同扩散段立面双向扩张下的拦污栅断面流速分布规律基本相同;(3)立面扩张角总和不变时,顶板和底板扩张角比值宜在0.5~2.0范围内;(4)扩散段采用立面双向扩张有助于改善拦污栅断面流速分布、降低进/出水口水头损失和减少工程开挖量。研究成果为进/出水口设计提供新思路。 展开更多
关键词 水力特性 侧式进/出水口 立面双向扩张 拦污栅断面流速分布 抽水蓄能电站 数值模拟
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西南地区某铁路站场高填方土压力实测分析
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作者 吴浩 肖玉林 +4 位作者 张春龙 邹华 秦舒桢 李国峰 雷胜友 《山西建筑》 2026年第2期129-133,共5页
为了探究大临铁路站场的高填方结构中土压力的变化规律,在高填方中布设了多排土压力盒,同时在高填方底部的涵洞左右肩处各布设了一排土压力盒,经过两年多监测,发现填土中竖向土压力随填土高度的增加而增加,随距填土体顶面距离的增加呈... 为了探究大临铁路站场的高填方结构中土压力的变化规律,在高填方中布设了多排土压力盒,同时在高填方底部的涵洞左右肩处各布设了一排土压力盒,经过两年多监测,发现填土中竖向土压力随填土高度的增加而增加,随距填土体顶面距离的增加呈现先增加后减少的态势,总体符合梅耶霍夫准则,反映出土拱效应。沿填土体的横截面方向比较,发现在填土的初期阶段,竖向土压力沿横断面分布相对均匀,第一层土压力随着填土体高度的增加而增加,表现出左边大、右边小的变化规律,高填方竣工后,横断面上土压力数值还在调整变化,整个曲线在横向呈S状分布,与第一层土压力相比,第二层以及后续填土层的竖向土压力虽然也随填土体高度的增加而增加,但在横向则呈R状分布。涵洞左肩处土压力随填土高度的增加而增加,表现为左端的土压力最大,右端土压力最小,沿涵洞轴线方向呈波浪式衰减,填土竣工后,土压力稳定,呈多峰的马鞍型分布。涵洞右肩土处的压力分布稍有不同,在洞轴线中部土压力分布相对比较均匀。 展开更多
关键词 竖向土压力 土拱效应 横断面 填土体 涵洞肩部
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超声垂直切面纵横比联合彩色多普勒超声鉴别甲状腺结节良恶性的价值分析
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作者 徐晓明 陈文志 赵丽花 《中外医药研究》 2026年第2期151-153,共3页
目的:分析超声垂直切面纵横比联合彩色多普勒超声(CDUS)鉴别甲状腺结节良恶性的价值。方法:选取2023年6月—2025年3月广东省农垦中心医院收治的甲状腺结节患者100例(共120个病灶)为研究对象,对患者进行超声垂直切面纵横比联合CDUS检查... 目的:分析超声垂直切面纵横比联合彩色多普勒超声(CDUS)鉴别甲状腺结节良恶性的价值。方法:选取2023年6月—2025年3月广东省农垦中心医院收治的甲状腺结节患者100例(共120个病灶)为研究对象,对患者进行超声垂直切面纵横比联合CDUS检查。对比良恶性甲状腺结节的CDUS特征、超声最大切面纵横比和垂直切面纵横比。以超声引导下细针穿刺细胞学检查或术后病理结果为“金标准”,分析超声垂直切面纵横比联合CDUS鉴别甲状腺结节良恶性的效能。结果:100例患者的120个病灶中良性结节96个(80.00%),恶性结节24个(20.00%)。良性结节形态不规则、内部回声不均匀、垂直切面纵横比≥1、阻力指数≥0.7占比及钙化情况低于恶性结节(P<0.001)。恶性结节最大切面纵横比和垂直切面纵横比大于良性结节(P<0.001)。联合诊断的灵敏度高于单一检查手段(P<0.05),特异度低于单一检查手段(P<0.05)。结论:超声垂直切面纵横比联合CDUS可有效鉴别甲状腺结节的良恶性,其灵敏度优于单一检查。 展开更多
关键词 超声垂直切面纵横比 彩色多普勒超声 甲状腺结节 良恶性
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Mg-Y-Al三元系的CALPHAD模型研究
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作者 王晓明 江晨阳 +1 位作者 宁红 王静雅 《轻金属》 2026年第1期41-48,共8页
研究基于CALPHAD方法构建了Mg-Y-Al三元体系的高精度热力学数据库。针对长周期堆垛有序(Long-Period Stacking Ordered,LPSO)相的结构特性,采用三亚点阵模型对10H和18R两种变体进行热力学描述。通过系统评估Mg-Y、Mg-Al、Y-Al二元体系... 研究基于CALPHAD方法构建了Mg-Y-Al三元体系的高精度热力学数据库。针对长周期堆垛有序(Long-Period Stacking Ordered,LPSO)相的结构特性,采用三亚点阵模型对10H和18R两种变体进行热力学描述。通过系统评估Mg-Y、Mg-Al、Y-Al二元体系的热力学参数及三元相平衡实验数据,利用Thermo-Calc软件的PARROT模块优化获得自洽的模型参数。优化结果表明:该模型可精准再现Mg-Y-Al体系等温截面与垂直截面相图,其中LPSO相变温度预测值与实验值的偏差控制在±15 K以内。研究建立的数据库为镁合金中LPSO相的定向调控提供了定量化工具,并可扩展至含LPSO相的多组元体系,为开发高强韧镁合金奠定理论基础。 展开更多
关键词 Mg-Y-Al 热力学模型 等温截面相图 垂直截面相图 CALPHAD方法
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大直径变截面与等截面单桩竖向承载特性差异研究
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作者 王伟 《国防交通工程与技术》 2026年第1期13-18,12,共7页
为探明大直径变截面与等截面单桩竖向承载特性差异,基于某大桥实体工程,借助有限元软件建立变截面入土深度1/4、2/4、3/4及等截面群桩基础模型,研究竖向荷载作用下群桩的角桩荷载-沉降、桩身轴力及桩侧摩阻力变化规律。主要结论如下:相... 为探明大直径变截面与等截面单桩竖向承载特性差异,基于某大桥实体工程,借助有限元软件建立变截面入土深度1/4、2/4、3/4及等截面群桩基础模型,研究竖向荷载作用下群桩的角桩荷载-沉降、桩身轴力及桩侧摩阻力变化规律。主要结论如下:相同竖向荷载下变截面桩单桩顶沉降略大于等截面,且随变截面入土深度的增加,沉降差逐渐减小;与等截面桩型相比,采用变截面桩型对极限承载力影响甚微;竖向荷载作用下变截面与等截面单桩桩身轴力衰减规律相似,但变截面单桩桩身轴力在变截面位置突增;桩身材料利用率随着变截面入土深度的增加先增大后趋于稳定,其在变截面位置为桩基入土深度的3/4时最优;变截面位置小于1/4桩基入土深度或位于软弱土层中会影响桩侧负摩阻力及其分布范围,影响单桩轴力峰值,降低单桩的承载力。建议桥梁桩基选型时,在满足承载力的要求下,综合考虑桩身桩周岩土体性质及桩身材料利用率,合理设计变截面位置。 展开更多
关键词 大直径变截面桩 等截面桩 群桩基础 竖向承载特性 差异研究
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旺格维利采煤法煤柱尺寸分析研究
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作者 王鹏鹏 《煤炭技术》 2026年第3期101-106,共6页
针对旺格维利采煤法在5盘区边角煤回收中的应用,采用数值模拟,研究了4种煤柱留设方案的稳定性。结果表明:留设15 m区段隔离煤柱,可有效改善刀间煤柱应力环境,其自身基本保持弹性状态;方案3,在保留隔离煤柱基础上,布置3 m宽刀间煤柱,虽... 针对旺格维利采煤法在5盘区边角煤回收中的应用,采用数值模拟,研究了4种煤柱留设方案的稳定性。结果表明:留设15 m区段隔离煤柱,可有效改善刀间煤柱应力环境,其自身基本保持弹性状态;方案3,在保留隔离煤柱基础上,布置3 m宽刀间煤柱,虽主体处于塑性状态,但仍具支承能力;方案4,通过增大刀间大煤柱宽度(5 m),在未设隔离煤柱条件下,构建了有效承载结构。现场监测显示,方案4顶底板移近量较方案3降低约16 mm,验证了其控制效果。研究证实,优化煤柱参数,可实现稳定性与回收率的协同提升,为复杂条件下,边角煤安全高效回采提供理论依据。 展开更多
关键词 旺格维利采煤法 边角煤 区段煤柱 刀间煤柱 垂直应力
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自适应库水位变幅的竖缝式鱼道出口优化及通过性分析
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作者 郑铁刚 张志广 +3 位作者 孙双科 李广宁 柳海涛 温静雅 《水利学报》 北大核心 2025年第7期853-861,共9页
在过去的30年里,竖缝式鱼道是国内外流行的鱼道设计型式之一。鱼道出口段水深设计是影响整个鱼道运行过程中鱼类洄游的主要因素之一。为了适应鱼道上游水位的频繁变动,提出了一种新的竖缝式鱼道出口段设计方法,鱼道出口段由深水段、溢... 在过去的30年里,竖缝式鱼道是国内外流行的鱼道设计型式之一。鱼道出口段水深设计是影响整个鱼道运行过程中鱼类洄游的主要因素之一。为了适应鱼道上游水位的频繁变动,提出了一种新的竖缝式鱼道出口段设计方法,鱼道出口段由深水段、溢流段和浅水段三部分组成。通过开展物理模型试验与数值模拟计算对鱼道出口段水力特性进行详细研究。研究结果表明,无论鱼道出口处的水位如何,浅水段的水深和速度分布都是均匀的;但由于溢流段的设置,深水段的水力学指标沿程分布不均匀,受壅水影响导致溢流段上游池室竖缝断面流速降低;不同上游水位条件下,溢流段通过溢流平衡了鱼道出口和入口之间的流量,且溢流量满足薄壁侧堰泄流关系式。综合分析可见,鱼道出口段水力特性满足洄游鱼类上溯需求,表明竖缝式鱼道单出口设计方案是可行的,适用于日调节水库。 展开更多
关键词 竖缝式鱼道 单出口 水位变幅 溢流段 水力特性
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一种新型截面浮式防波堤的消波性能研究
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作者 马玉祥 田世豪 董国海 《哈尔滨工程大学学报》 北大核心 2025年第10期1921-1931,共11页
针对现有浮式防波堤难以消减较长周期波浪的局限性,本文提出了一种新的截面型式的浮式防波堤。利用西门子Star CCM+软件,通过一系列数值波浪水槽试验,开展了该新型截面防波堤的消波性能分析。结果表明:在入射波周期T=10 s的条件下,本文... 针对现有浮式防波堤难以消减较长周期波浪的局限性,本文提出了一种新的截面型式的浮式防波堤。利用西门子Star CCM+软件,通过一系列数值波浪水槽试验,开展了该新型截面防波堤的消波性能分析。结果表明:在入射波周期T=10 s的条件下,本文提出的新型截面防波堤的透射系数相较于已有的整体尺寸近似或截面面积接近的浮式防波堤降低约20%;本文进一步分析了截面局部尺寸对该浮式防波堤消波性能的影响,当水平导浪板的长度由5 m增加至9 m,T=10 s波浪下该防波堤的透射系数可由0.6降至0.5。此外,在底部增设多列竖直板可使透射系数降低5%~12%,有效地增强了防波堤的性能。 展开更多
关键词 浮式防波堤 消波性能 新型截面 消波模块 数值波浪水槽试验 透射系数 挡浪墙 底部竖板
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照度与线形耦合作用下的海底隧道交通流运行特性 被引量:1
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作者 潘福全 何水苗 +3 位作者 董炳洁 张丽霞 王召强 张素磊 《深圳大学学报(理工版)》 北大核心 2025年第4期482-492,共11页
为提升海底隧道行车安全性,研究照度与线形耦合作用下海底隧道交通流运行特征变化规律.通过采集海底隧道的照度、下坡度和上坡度等交通环境与结构参数,以及跟驰状态下的车辆速度、车头间距和加速度等交通流特性参数,量化分析海底隧道照... 为提升海底隧道行车安全性,研究照度与线形耦合作用下海底隧道交通流运行特征变化规律.通过采集海底隧道的照度、下坡度和上坡度等交通环境与结构参数,以及跟驰状态下的车辆速度、车头间距和加速度等交通流特性参数,量化分析海底隧道照度、坡度、平曲线半径与速度、车头间距和加速度之间的变化规律,建立照度与平纵线形作用下的车速、车头间距、纵向加速度及横向加速度变化数学模型.结果表明,在具有明显坡度的海底隧道出入口段,速度、车头间距与照度存在明显负相关性;隧道内的车速、车头间距与坡度呈明显相关性;纵向加速度受出入口段照度和坡度影响显著,横向加速度受出入口段照度和坡度影响不显著;车速与平曲线半径呈正相关性,横向加速度与平曲线半径呈负相关性.此特性规律有助于海底隧道运行管理部门采取针对性措施,减少事故发生,提升交通安全水平. 展开更多
关键词 公路运输 海底隧道 照度 平纵线形 出入口段 交通流运行特性
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