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Relationship between sonographically measured median nerve cross-sectional area and presence of peripheral neuropathy in diabetic subjects 被引量:8
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作者 Fredrick ANDrew Attah Christianah Mopelola Asaleye +3 位作者 Adeleye Dorcas Omisore Babatope Ayodeji Kolawole Adeniyi Sunday Aderibigbe Mathew Alo 《World Journal of Diabetes》 SCIE CAS 2019年第1期47-56,共10页
BACKGROUND Neuropathy is a common complication of diabetes mellitus resulting from direct damage by hyperglycemia to the nerves and/or ischemia by microvascular injury to the endoneurial vessels which supply the nerve... BACKGROUND Neuropathy is a common complication of diabetes mellitus resulting from direct damage by hyperglycemia to the nerves and/or ischemia by microvascular injury to the endoneurial vessels which supply the nerves. Median nerve is one of the peripheral nerves commonly affected in diabetic neuropathy. The median nerve size has been studied in non-Nigerian diabetic populations. In attempt to contribute to existing literature, a study in a Nigerian population is needed.AIM To evaluate the cross-sectional area(CSA) of the median nerve using B-mode ultrasonography(USS) and the presence of peripheral neuropathy(PN) in a cohort of adult diabetic Nigerians.METHODS Demographic and anthropometric data of 85 adult diabetes mellitus(DM) and 85 age-and sex-matched apparently healthy control(HC) subjects were taken. A complete physical examination was performed on all study subjects to determine the presence of PN and modified Michigan Neuropathy Screening Instrument(MNSI) was used to grade its severity. Venous blood was taken from the study subjects for fasting lipid profile(FLP), fasting blood glucose(FBG) and glycated haemoglobin(HbA1 c) while their MN CSA was evaluated at a point 5 cm proximal to(5 cmCATL) and at the carpal tunnel(CATL) by high-resolution Bmode USS. Data was analysed using SPSS version 22.RESULTS The mean MN CSA was significantly thicker in DM subjects compared to the HC at 5 cmCATL(P < 0.01) and at the CATL(P < 0.01) on both sides. The presence of diabetic peripheral neuropathy(DPN) further increased the MN CSA at the CATL(P < 0.05) but not at 5 cmCATL(P > 0.05). However, the severity of DPN had no additional effect on MN CSA 5 cm proximal to and at the CATL. There was no significant association between MN CSA and duration of DM and glycemic control.CONCLUSION Thickening of the MN CSA at 5 cmCATL and CATL is seen in DM. Presence of DPN is associated with worse thickening of the MN CSA at the CATL but not at5 cmCATL. Severity of DPN, duration of DM, and glycemic control had no additional effect on the MN CSA. 展开更多
关键词 MEDIAN nerve cross-sectional area SONOGRAPHY DIABETICS Peripheral NEUROPATHY
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Ultrasonographic measurement of median nerve cross-sectional area reference values in a healthy Han population from Guiyang,China 被引量:3
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作者 Jun Chen Shan Wu Jun Ren 《Neural Regeneration Research》 SCIE CAS CSCD 2011年第24期1883-1887,共5页
High-resolution ultrasonography was used to analyze the nerve cross-sectional area (CSA) of the median nerve at 7 sites: the wrist crease, pisiform bone, hamate bone, 6 cm proximal to the tip of the wrist crease, p... High-resolution ultrasonography was used to analyze the nerve cross-sectional area (CSA) of the median nerve at 7 sites: the wrist crease, pisiform bone, hamate bone, 6 cm proximal to the tip of the wrist crease, proximal forearm (where the nerve enters the pronator teres muscle), 4 cm proximal to the tip of the medial epicondyle, and mid-humerus (mid-point between elbow crease and axilla) in 200 healthy volunteers from Guiyang, China. Results showed similar CSA values between the left and right sides, but the CSA 6 cm proximal to the tip of the wrist crease, proximal forearm, 4 cm proximal to tip of the medial epicondyle, and mid-humerus in males was greater than that of females. Moreover, CSA values at the wrist crease, pisiform bone, and hamate bone were greater in the middle-aged and old groups when compared to the young group, and correlated with body mass and height. Thus, reference values of median nerve CSA of the upper limbs can facilitate the analysis of abnormal nerve conditions. 展开更多
关键词 ULTRASONOGRAPHY median nerve cross-sectional area Guiyang Han nationality
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Composite active control system of roof and side truss cable for large section coal roadway in fold coal pillar area 被引量:5
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作者 Sheng-Rong XIE Er-Peng LI Fu-Lian HE Shou-Bao ZHANG Guang-Chao ZHANG Mao-Yu PANG 《Journal of Coal Science & Engineering(China)》 2013年第2期126-132,共7页
In order to solve the surrounding rock control problem of large section gangue replacement roadway under complicated conditions, this paper analyzed the impact to the roadway controlling produced by the geological con... In order to solve the surrounding rock control problem of large section gangue replacement roadway under complicated conditions, this paper analyzed the impact to the roadway controlling produced by the geological conditions such as high ground stress, folded structure tilted roof asymmetry and soft wall rock, and built the tilt layered roof structural mechanics model to clarify the increase span mechanism of the weak coal instability. Then, we proposed the combined control system including roof inclined truss cable, coal-side cable-channel steel and intensive bolt support. And then by building the structural mechanics model of roof inclined truss cable system, the support principle was described. Besides, according to this model, we deduced the calculation formula of cable anchoring force and its tensile stress. Finally surrounding rock control technology of large section roadway in fold coal pillar area was formed. Field practice shows that the greatest roof convergence of gangue replacement roadway is 158 mm and coal-side deformation is 243 mm. Roadway deformation is controlled effectively and technical support is provided for replacement mining. 展开更多
关键词 fold coal pillar area increase span mechanism roof inclined truss cable system coal-side cable-channel steel structural mechanics model
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Experimental Study on the Influence of Cross-Section Type of Marine Cable Conductors on the Bending Performance 被引量:1
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作者 YAN Jun HU Hai-tao +3 位作者 LU Hai-long YIN Yuan-chao BU Yu-feng LU Qing-zhen 《China Ocean Engineering》 SCIE EI CSCD 2022年第4期629-637,共9页
Through the development of marine energy,marine cables are the key equipment for transmission of electrical energy between surface platforms and underwater facilities.Fatigue failure is a critical failure mode of mari... Through the development of marine energy,marine cables are the key equipment for transmission of electrical energy between surface platforms and underwater facilities.Fatigue failure is a critical failure mode of marine cables.The bending performance of the cable conductor has a major influence on both bending and fatigue performances of the overall cable structure.To study the influence of different types of the conductor cross-section on the bending performances of marine cable conductors,three types of copper conductors with the same cross-sectional area,i.e.,noncompressed round,compressed round,and shaped wire conductors,were selected.The experimental results demonstrated that the cross-section type significantly affects the bending performances of copper conductors.In particular,the bending stiffness of the shaped wire conductor is the highest among the three conductor types.Four key evaluation parameters,i.e.,the bending stiffness,maximum bending moment,envelope area,and engineering critical slip point,were selected to compare and analyze the bending hysteresis curves of the three copper conductors.The differences in the key evaluation parameters were analyzed based on the structural dimensional parameters,processing methods,and classical bending stiffness theoretical models of the three copper conductor types.The results provide an important theoretical guidance for the structural design and engineering applications of marine cable conductors. 展开更多
关键词 marine cable conductors cross-section type bending performance theoretical model bending test
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Does the ratio of the carpal tunnel inlet and outlet cross-sectional areas in the median nerve reflect carpal tunnel syndrome severity? 被引量:6
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作者 Li Zhang Aierken Rehemutula +3 位作者 Feng Peng Cong Yu Tian-bin Wang Lin Chen 《Neural Regeneration Research》 SCIE CAS CSCD 2015年第7期1172-1176,共5页
Although ultrasound measurements have been used in previous studies on carpal tunnel syndrome to visualize injury to the median nerve, whether such ultrasound data can indicate the severity of carpal tunnel syndrome r... Although ultrasound measurements have been used in previous studies on carpal tunnel syndrome to visualize injury to the median nerve, whether such ultrasound data can indicate the severity of carpal tunnel syndrome remains controversial. The cross-sectional areas of the median nerve at the tunnel inlet and outlet can show swelling and compression of the nerve at the carpal. We hypothesized that the ratio of the cross-sectional areas of the median nerve at the carpal tunnel inlet to outlet accurately reflects the severity of carpal tunnel syndrome. To test this, high-resolution ultrasound with a linear array transducer at 5–17 MHz was used to assess 77 patients with carpal tunnel syndrome. The results showed that the cut-off point for the inlet-to-outlet ratio was 1.14. Significant differences in the inlet-to-outlet ratio were found among patients with mild, moderate, and severe carpal tunnel syndrome. The cut-off point in the ratio of cross-sectional areas of the median nerve was 1.29 between mild and more severe(moderate and severe) carpal tunnel syndrome patients with 64.7% sensitivity and 72.7% specificity. The cut-off point in the ratio of cross-sectional areas of the median nerve was 1.52 between the moderate and severe carpal tunnel syndrome patients with 80.0% sensitivity and 64.7% specificity. These results suggest that the inlet-to-outlet ratio reflected the severity of carpal tunnel syndrome. 展开更多
关键词 nerve regeneration peripheral nerve injury ultrasonography carpal tunnel syndrome diagnosis cross-sectional area classification clinical laboratory technique electrodiagnosis median nerve 973 Program neural regeneration
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Usefulness of the acromioclavicular joint cross-sectional area as a diagnostic image parameter of acromioclavicular osteoarthritis
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作者 Young Joo Jee Youn Moon +5 位作者 Jung Youn Han Yun-Sic Bang Keum Nae Kang Young Su Lim Young-SoonChoi Young-Uk Kim 《World Journal of Clinical Cases》 SCIE 2022年第7期2087-2094,共8页
BACKGROUND Acromioclavicular joint(ACJ)space narrowing has been considered to be an important diagnostic image parameter of ACJ osteoarthritis(ACJO).However,the morphology of the ACJ space is irregular because of oste... BACKGROUND Acromioclavicular joint(ACJ)space narrowing has been considered to be an important diagnostic image parameter of ACJ osteoarthritis(ACJO).However,the morphology of the ACJ space is irregular because of osteophyte formation,subchondral irregularity,capsular distention,sclerosis,and erosion.Therefore,we created the ACJ cross-sectional area(ACJCSA)as a new diagnostic image parameter to assess the irregular morphologic changes of the ACJ.AIM To hypothesize that the ACJCSA is a new diagnostic image parameter for ACJO.METHODS ACJ samples were obtained from 35 patients with ACJO and 30 healthy individuals who underwent shoulder magnetic resonance(S-MR)imaging that revealed no evidence of ACJO.Oblique coronal,T2-weighted,fat-suppressed SMR images were acquired at the ACJ level from the two groups.We measured the ACJCSA and the ACJ space width(ACJSW)at the ACJ on the S-MR images using our imaging analysis program.The ACJCSA was measured as the cross-sectional area of the ACJ.The ACJSW was measured as the narrowest point between the acromion and the clavicle.RESULTS The average ACJCSA was 39.88±10.60 mm;in the normal group and 18.80±5.13 mm;in the ACJO group.The mean ACJSW was 3.51±0.58 mm in the normal group and 2.02±0.48 mm in the ACJO group.ACJO individuals had significantly lower ACJCSA and ACJSW than the healthy individuals.Receiver operating characteristic curve analyses demonstrated that the most suitable ACJCSA cutoff score was 26.14 mm^(2),with 91.4%sensitivity and 90.0%specificity.CONCLUSION The optimal ACJSW cutoff score was 2.37 mm,with 88.6%sensitivity and 96.7%specificity.Even though both the ACJCSA and ACJSW were significantly associated with ACJO,the ACJCSA was a more sensitive diagnostic image parameter. 展开更多
关键词 Acromioclavicular joint OSTEOARTHRITIS cross-sectional area DIAGNOSIS
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Correlation between current and cross-sectional area of parallel fixed-movable dual electrodes in ESC
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作者 Li-ting Zhao Yun-long Xiong +2 位作者 Rui Chen Zeng-rui Wang An-guo Wang 《China Foundry》 SCIE 2020年第3期245-249,共5页
Electroslag casting with parallel fixed-movable dual electrodes is a new method for achieving better quality of castings in complex mold cavities.In this work,a mathematical model,y=kx^2+(k+1)x,was established to desc... Electroslag casting with parallel fixed-movable dual electrodes is a new method for achieving better quality of castings in complex mold cavities.In this work,a mathematical model,y=kx^2+(k+1)x,was established to describe the ideal correlation between the current ratio(y)and the cross-sectional area ratio(x)of the dual electrodes,where k is the filling ratio.Investigation was conducted on the electroslag casting process with dual electrodes of various cross-sectional areas,but at a constant k value.The experimental results indicated that the ideal correlation was obtained at the stable casting stage,and the fitting results were consistent with the experimental results at certain k values.The experimental findings show that better castings can be obtained when the current ratio is greater than 1.536 and the cross-sectional area ratio is greater than 0.5. 展开更多
关键词 electroslag casting fixed-movable dual electrode current ratio cross-sectional area ratio
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甘溪特大桥空腹三角区施工阶段受力分析
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作者 孙克强 李百富 薛其林 《中外公路》 2024年第4期180-189,共10页
甘溪特大桥是主跨300 m的空腹式连续刚构桥,空腹三角区上弦箱梁采用可伸缩部分立柱后支配合挂篮悬浇,下弦箱梁采用全斜拉扣挂法配合挂篮悬浇。为分析采用该施工方法在三角区临时结构体系中的受力特性,总结三角区临时结构体系施工过程中... 甘溪特大桥是主跨300 m的空腹式连续刚构桥,空腹三角区上弦箱梁采用可伸缩部分立柱后支配合挂篮悬浇,下弦箱梁采用全斜拉扣挂法配合挂篮悬浇。为分析采用该施工方法在三角区临时结构体系中的受力特性,总结三角区临时结构体系施工过程中受力变化规律,验证施工方法的有效性,并提出临时扣索和支撑立柱的最佳解除时机,采用有限元结构分析软件模拟全桥施工过程。结果表明:采用该工法施工,结构受力满足规范要求。三角区施工过程中,已施工的上、下弦箱梁以受压为主,受下一节段混凝土浇筑、立柱支顶、扣索张拉等工序影响,其间会出现短暂轻微受拉状态。三角区合龙完成时,箱梁截面以受压为主,局部存在轻微受拉。全桥合龙后三角区箱梁为全受压状态,较三角区合龙状态压应力增加明显。临时扣索、立柱拆除后,上、下弦箱梁出现了明显的应力重分布,但仍为全受压状态。临时扣索索力峰值均出现在三角区合龙完成前,三角区合龙后总体呈下降趋势,临近拆除前有所回升。后方临时立柱在施工过程中支撑力总体呈下降趋势,前方立柱呈上升趋势,临近拆除前立柱支撑力增幅均较大。经比选,推荐全桥合龙后先拆立柱、再拆扣索。 展开更多
关键词 甘溪特大桥 空腹式连续刚构桥 三角区 临时扣索 支撑立柱 受力分析
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山区钢桁梁斜拉桥设计和工程应用研究 被引量:2
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作者 于祥敏 陈德伟 +2 位作者 杜晓庆 田仲初 于金弘 《土木工程学报》 EI CSCD 北大核心 2024年第2期56-67,共12页
随着交通强国和乡村振兴等国家战略的实施,我国山区桥梁建设的数量和规模与日俱增。文章调研世界范围内2113座山区桥梁(含中国1521座),分析山区桥梁的建设难点和应用现状,阐明山区斜拉桥的关键设计技术,研究山区钢桁梁斜拉桥主梁、主塔... 随着交通强国和乡村振兴等国家战略的实施,我国山区桥梁建设的数量和规模与日俱增。文章调研世界范围内2113座山区桥梁(含中国1521座),分析山区桥梁的建设难点和应用现状,阐明山区斜拉桥的关键设计技术,研究山区钢桁梁斜拉桥主梁、主塔及斜拉索的方案选型及构造设计,探讨适用于山区条件的新型斜拉桥施工方法。结果表明:我国是世界上山区桥梁建设最多的国家,贵州省又居我国首位(34.4%)。山区斜拉桥通常具有大跨径、高塔墩、小边主跨比和结构不对称等特点,运输施工易、装配程度高、抗风性能好、抗震性能优和景观造型美的结构设计成为山区桥梁的主流趋势。钢桁梁比钢箱梁斜拉桥更适应于山区的建设条件,公路钢桁梁斜拉桥一般采用两片主桁,N形桁式,主桁高度为6~9m,节间长度为6~12m,梁上标准索距为12~16m。主桁横向联系采用华伦式,桥面系常用板桁组合体系,斜拉索则主要采用钢绞线斜拉索。新开发的缆索吊机法和节段纵移悬拼法解决了山区斜拉桥主梁整节段起吊、运输和拼装的难题,可供类似桥梁借鉴和参考。 展开更多
关键词 山区桥梁 钢桁梁斜拉桥 公路钢桁梁 结构设计 施工方法
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高压电缆隧道内广域极差异常故障检测方法 被引量:2
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作者 颜楠楠 雷兴 +2 位作者 姚周飞 陈琰 陈坚 《电力与能源》 2024年第1期37-42,59,共7页
高压电缆运行在电缆隧道环境中,需要工作人员进行周期性巡视以发现异常故障。为了提高工作效率,及时发现不良工况,提出了一种基于广域极差的机器视觉跟踪成像异常故障检测方法。该方法能够利用广域极差在复杂背景和光照条件下极高对比... 高压电缆运行在电缆隧道环境中,需要工作人员进行周期性巡视以发现异常故障。为了提高工作效率,及时发现不良工况,提出了一种基于广域极差的机器视觉跟踪成像异常故障检测方法。该方法能够利用广域极差在复杂背景和光照条件下极高对比度和稳定性的特性,快速准确地定位和跟踪电缆隧道内异常积水情况,并通过机器视觉构图技术,生成高质量的积水图像。通过仿真试验和现场试验验证了所提出方法的有效性。仿真试验结果表明,该方法能够在不同视角和距离下实现隧道内积水目标稳定跟踪和清晰成像,且具有较高的识别率和跟踪率。现场试验结果表明,该方法能够在实际变电所环境中自动完成电缆隧道内积水故障检测任务,且具有较高的准确率。 展开更多
关键词 电缆隧道 广域极差 故障检测 异常目标识别
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内热源影响下高压电力电缆着火机制
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作者 王涛 宋晓枫 +1 位作者 徐文淑 安伟光 《中国安全科学学报》 CAS CSCD 北大核心 2024年第1期200-205,共6页
为探究高压电力电缆因过载或短路且线芯发热影响下的着火机制,使用加热棒模拟电缆内部故障热源,并开展电缆着火试验,分析内热源功率及电缆线芯截面积对电缆温升、着火时间等着火关键参数的影响,发现电缆从被加热至着火到燃烧的全过程可... 为探究高压电力电缆因过载或短路且线芯发热影响下的着火机制,使用加热棒模拟电缆内部故障热源,并开展电缆着火试验,分析内热源功率及电缆线芯截面积对电缆温升、着火时间等着火关键参数的影响,发现电缆从被加热至着火到燃烧的全过程可分为初期加热、热解气体逸出、着火、燃烧及熄灭4个阶段。结果表明:绝缘层熔融物的滴落会导致火焰形态发生变化,电缆各结构层表面温度的升温速率随内热源功率的增加及与内热源表面距离的减小而增大,功率的增加弱化了电缆线芯截面积对各层升温速率的影响;电缆的着火时间与内热源功率呈线性递减的关系。 展开更多
关键词 内热源 高压电力电缆 着火时间 截面积 表面温度
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综放面强动压区巷道变形破坏特征及锚索强化支护机理研究
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作者 高朝 刘超 +1 位作者 王方田 张旭彤 《中国煤炭》 北大核心 2024年第9期26-36,共11页
针对山西宁武榆树坡煤业有限公司5107综放工作面开采强度大、超前支护劳动强度高、动压区巷道变形严重等问题,监测分析综放工作面超前段巷道围岩变形破坏特征,建立了巷道顶板锚索支护力学结构模型,基于冒落拱理论与悬吊理论精准量化动... 针对山西宁武榆树坡煤业有限公司5107综放工作面开采强度大、超前支护劳动强度高、动压区巷道变形严重等问题,监测分析综放工作面超前段巷道围岩变形破坏特征,建立了巷道顶板锚索支护力学结构模型,基于冒落拱理论与悬吊理论精准量化动压区回采巷道所需强化支护强度,建立数值模拟模型分析综放工作面超前支承压力分布规律,优化综放面强动压区回采巷道锚索强化支护参数并进行工业性试验。结果表明,综放工作面动压区回采巷道超前支护强度整体不足,巷道顶板起伏剧烈,侧帮严重鼓出,严重制约安全生产;结合冒落拱理论与悬吊理论分析了巷道厚煤层开采顶煤破坏冒落特征,精准量化了动压区回采巷道超前段所需强化支护强度为33.74 kN/m^(2);通过数值模拟确定了“3根全长锚固补强锚索”,最外侧锚索向外倾斜15°的补强支护方式可有效控制动压区回采巷道围岩变形;进行了现场工业性试验,试验表明5107工作面回风巷顶底板、左右帮变形分别为81、189、134、145 mm,锚索补强支护条件下回风巷超前段围岩平整规则、整体稳定性良好。 展开更多
关键词 综放工作面 动压区 超前支护 补强锚索
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基于力密度的径向肋式索膜反射面天线形态设计
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作者 杜雪林 张康 +4 位作者 张瑞翔 刘安民 夏杰 张洪 涂宇 《中国空间科学技术(中英文)》 CSCD 北大核心 2024年第3期136-145,共10页
针对空间索膜结构的初始形态设计问题,提出基于力密度方法和控制索网网格面积大小的方法来对边界拉索张力设计和索网形状设计的天线找形迭代策略。首先将薄膜反射面离散为三角形膜单元,得到膜单元的等效力密度,结合索网结构特点,得到索... 针对空间索膜结构的初始形态设计问题,提出基于力密度方法和控制索网网格面积大小的方法来对边界拉索张力设计和索网形状设计的天线找形迭代策略。首先将薄膜反射面离散为三角形膜单元,得到膜单元的等效力密度,结合索网结构特点,得到索网和薄膜的静力平衡方程。保证索网所有内部索段的张力相等,同时通过控制网格面积大小实现边界索段张力设计。对前索网形状进行设计,根据前索网的抛物面方程,更新前索网自由节点坐标,进而重新调整竖向索张力,同时控制网格面积大小,通过优化迭代过程,实现天线的形态设计。通过径向肋式索膜反射面天线算例表明,该方法能够得到满足形状和张力分布的设计结果。 展开更多
关键词 空间薄膜结构 力密度方法 网格面积 膜单元 形态设计 径向肋式索膜反射面天线
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考虑不同失效模式的索杆结构构件面积缺损限值研究
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作者 邓满宇 袁行飞 董永灿 《华南理工大学学报(自然科学版)》 EI CSCD 北大核心 2024年第1期52-61,共10页
索杆结构长期服役过程中的锈蚀会造成构件截面损失,导致结构内力的重新分配,影响结构的安全性能。文中基于可靠度理论与结构极限状态分别建立了构件强度失效、钢索松弛失效及节点变形失效3种失效模式,并得到了不同失效模式临界状态下的... 索杆结构长期服役过程中的锈蚀会造成构件截面损失,导致结构内力的重新分配,影响结构的安全性能。文中基于可靠度理论与结构极限状态分别建立了构件强度失效、钢索松弛失效及节点变形失效3种失效模式,并得到了不同失效模式临界状态下的可靠度限值控制不等式;通过力学推导,给出了以缺损面积为变量的杆件内力与节点位移变化公式,依据该公式可计算出可靠度限值控制不等式中的影响系数矩阵;引入钢材的锈蚀模型并结合非线性规划,提出了一种确定索杆结构构件面积缺损限值的方法。对一Levy型索穹顶的构件面积缺损限值进行了算例分析,并与规范限值进行对比。结果表明:索杆结构中的多数构件在强度失效与变形失效模式下的面积缺损限值高于耐久性限值,但松弛失效模式下的构件面积缺损限值小于耐久性限值,如按该限值要求对结构进行设计及维护将有可能发生钢索松弛失效;而安全性限值对于钢索构件较为严格,对于钢杆构件则与耐久性限值相同。因此,需综合考虑3种失效模式与规范限值,并按最严格的结果进行控制。 展开更多
关键词 索杆结构 可靠度理论 非线性规划 失效模式 面积缺损限值
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补连塔煤矿回采巷道锚索主动式超前支护技术应用 被引量:1
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作者 杨俊彩 范东林 +4 位作者 陈苏社 刘兆祥 王庆雄 李金刚 崔立军 《煤炭工程》 北大核心 2024年第2期59-65,共7页
为了实现神东矿区综采工作面的无人化、少人化,降低工人劳动强度,以补连塔煤矿22406综采工作面为背景,采用理论分析计算与现场实测相结合的研究方法对工作面主运巷采用锚索主动式超前支护方式的科学性和合理性开展了研究,同时引用两侧... 为了实现神东矿区综采工作面的无人化、少人化,降低工人劳动强度,以补连塔煤矿22406综采工作面为背景,采用理论分析计算与现场实测相结合的研究方法对工作面主运巷采用锚索主动式超前支护方式的科学性和合理性开展了研究,同时引用两侧实体煤巷道力学模型对主运巷专用锚索超前支护设计进行验证,通过验证“排距3 m,每排2套”的超前支护形式满足工作面超前支护要求。通过主运巷道超前支护段锚杆(索)受力监测可知,工作面推进过程中,超前支承压力的影响范围约为42 m,在距工作面10~26 m范围,超前支承压力增加幅度较大,应力集中系数为1.23~1.5。通过巷道围岩表面位移监测可知,主运巷在距离回采工作面35 m左右受采动影响开始变形,回采过程中,顶板最大下沉量达到16 mm,底板最大底鼓量达到42 mm,两帮最大移近量达到45 mm。研究结果表明,采用锚索补强超前支护方式,巷道围岩得到有效控制,围岩整体稳定且变形可控,现场应用效果良好。 展开更多
关键词 神东矿区 超前支护 锚索 主运巷 矿压显现
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Modeling Blood Flow in Veins of Uniform Properties (Giraffe Jugular Vein)
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作者 Rogers Omboga Amenya Johanna Kibet Sigey +1 位作者 Geoffrey Moriaso Ole Maloiy David Mwangi Theuri 《Open Journal of Biophysics》 2024年第2期132-153,共22页
This paper models the giraffe’s jugular veins as a uniform collapsible tube from a rigid skull. The equations governing one-dimensional steady flow through such a tube for various conditions have been developed. The ... This paper models the giraffe’s jugular veins as a uniform collapsible tube from a rigid skull. The equations governing one-dimensional steady flow through such a tube for various conditions have been developed. The effects of inertial and inclination angles that have not been discussed previously have been included. It has been shown that different flows for a uniform tube (vein) are possible. However, this flow matches that of a jugular vein which is supercritical, and the steady solution has been given by the balance between the driving forces of gravity and the viscous resistance to the flow at the right atrium of the heart must be sub-critical for a fixed right-atrium pressure which means that an elastic jump is required to return the flow to sub-critical from the supercritical flow upstream this type of relationship gives rise to flow limitation at the same time given any right atrium fixed pressure there exists a maximum flow rate which when exceeded the boundary conditions of the flow do not hold boundary conditions at the right atrium are not satisfied hence making the steady flow impossible this mechanism of flow limitation is slightly different from the other one in that causes airways through forced expiration from the observation made it is clearly shown that there is an intravascular pressure difference with a change in height. 展开更多
关键词 Blood Flow Jugular Vein cross-sectional area SUPERCRITICAL SUBCRITICAL JUMP
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深厚黄土高地震区斜拉桥桥塔抗震性能研究
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作者 邓周全 余浪 +1 位作者 向丹 邱斐 《铁路工程技术与经济》 2024年第5期22-26,57,共6页
以某深厚黄土高地震区斜拉桥为工程依托,根据钢-混结合梁斜拉桥的结构特点,采用有限元分析方法,对纵向阻尼器设计参数、布置方式进行分析,针对不同的设计方案分析对抗震性能的影响,确定最优方案。通过分析弯矩-轴力时程曲线与截面轴力-... 以某深厚黄土高地震区斜拉桥为工程依托,根据钢-混结合梁斜拉桥的结构特点,采用有限元分析方法,对纵向阻尼器设计参数、布置方式进行分析,针对不同的设计方案分析对抗震性能的影响,确定最优方案。通过分析弯矩-轴力时程曲线与截面轴力-等效抗弯屈服弯矩曲线(P-M曲线),对桥塔塔底及其桩基抗震性能进行研究。研究结果表明,斜拉桥设置纵向阻尼器,能有效降低塔底内力,减小梁端位移;当斜拉桥桥面以下墩塔较高时,可采用在主塔+桥台设置阻尼器的方式来降低主梁梁端位移和阻尼器行程。桥塔塔底薄弱截面外包钢板方案、内设钢管混凝土骨架+外包钢板方案均可满足高桥塔抗震要求。 展开更多
关键词 深厚黄土 高地震区 斜拉桥桥塔 抗震性能 纵向阻尼器 钢管混凝土骨架
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电线电缆绝缘横截面积测算方法研究
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作者 彭桂贤 张志超 陈贺斌 《电子产品可靠性与环境试验》 2024年第5期94-97,共4页
为了分析评估标准中规定的检测线缆绝缘橫截面积的方法的准确性,提出了一种采用像素面积插值法测量绝缘横截面积的方法。通过对标准中的方法和像素面积法得到的数据进行比对分析,分别给出了实心导体、软导体2种不同类型的导体挤出后形... 为了分析评估标准中规定的检测线缆绝缘橫截面积的方法的准确性,提出了一种采用像素面积插值法测量绝缘横截面积的方法。通过对标准中的方法和像素面积法得到的数据进行比对分析,分别给出了实心导体、软导体2种不同类型的导体挤出后形成的横截面积的测量差异,并分析了差异形成的原因。像素面积法能够更加方便、快捷、高效地检测线缆厚度、截面积,切实提高线缆的绝缘尺寸、橫截面积测量的准确性和测量过程的自动化率,具有一定的实用价值。 展开更多
关键词 线缆 横截面 厚度 尺寸 像素面积法
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防火封堵材料GB 23864-2023与GB 23864-2009对比分析与解读探讨
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作者 范伟登 周杨 +3 位作者 刘建志 刘保龙 王峰峰 刘驰宇 《中国标准化》 2024年第17期169-172,共4页
防火封堵材料标准的变化对生产制造、应用、检验都有重要影响,依据历次标准的实施过程来看,在新标准的初始实施阶段,特别是变化比较大的情况下,总会产生一些对标准理解不够充分、理解混乱甚至错误使用标准的现象发生,给相关从业者带来... 防火封堵材料标准的变化对生产制造、应用、检验都有重要影响,依据历次标准的实施过程来看,在新标准的初始实施阶段,特别是变化比较大的情况下,总会产生一些对标准理解不够充分、理解混乱甚至错误使用标准的现象发生,给相关从业者带来损失。为使相关从业者更好的理解、正确使用新标准,本文对新标中影响较大的增加部分:电缆填充率、管道贯穿率、使用场所、多组分封堵材料、产烟毒性、气密性、冲水试验性能;标准变化部分:火灾环境条件、试验升温条件、炉内压力条件、试件制作、综合判定准则,结合工程应用、现代建筑要求、防烟灭火救援需要、检验的变化、与其他标准的关联等作了进一步的分析论述与解读,并对新标指导下产品的生产、使用、检验作出了探讨。 展开更多
关键词 电缆填充率 管道贯穿率 使用场所 火灾环境条件 产烟毒性 冲水试验性能 产烟毒性 综合判定准则
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拱梁组合桥梁芯形区域施工受力特性研究
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作者 曹晔 李星新 +1 位作者 谢兴华 蔡巧 《湖南城市学院学报(自然科学版)》 CAS 2024年第2期12-17,共6页
以拱梁组合桥梁芯形区域为研究对象,开展了该区域施工过程中的受力分析及圆盘式盘扣支架在竖向和水平不平衡荷载作用下的强度和稳定性分析,并针对芯形区域结构受力存在开裂的安全隐患这一问题,提出了增设临时拉索与圆盘式盘扣支架进行... 以拱梁组合桥梁芯形区域为研究对象,开展了该区域施工过程中的受力分析及圆盘式盘扣支架在竖向和水平不平衡荷载作用下的强度和稳定性分析,并针对芯形区域结构受力存在开裂的安全隐患这一问题,提出了增设临时拉索与圆盘式盘扣支架进行芯形区域施工的组合方案。研究结果表明:1)增加临时拉索能有效减小芯形区域上翼缘拉应力,改善上翼缘受力状态防止区域下部开裂;2)圆盘式盘扣支架与临时拉索组合施工,其中临时拉索可调节盘扣支架支撑下的区域施工应力及变形分布,其影响效果显著,且组合方案施工下的稳定性、强度及变形均在合理范围内。 展开更多
关键词 拱梁组合桥 芯形区域 受力特性 盘扣支架 临时拉索
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