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Deep cover bleeder entry performance and support loading: A case study 被引量:1
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作者 Ted M.Klemetti Mark Alexander Van Dyke Ihsan Berk Tulu 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2018年第1期85-93,共9页
Several questions have emerged in relation to deep cover bleeder entry performance and support loading:how well do current modeling procedures calculate the rear abutment extent and loading? Does an improved understan... Several questions have emerged in relation to deep cover bleeder entry performance and support loading:how well do current modeling procedures calculate the rear abutment extent and loading? Does an improved understanding of the rear abutment extent warrant a change in standing support in bleeder entries? To help answer these questions and to determine the current utilization of standing support in bleeder entries, four bleeder entries at varying distances from the startup room were instrumented,observed, and numerically modeled.This paper details observations made by NIOSH researchers in the bleeder entries of a deep cover longwall panel—specifically data collected from instrumented pumpable cribs, observations of the conditions of the entries, and numerical modeling of the bleeder entries during longwall extraction.The primary focus was on the extent and magnitude of the abutment loading experienced by the standing support.As expected, the instrumentation of the standing supports showed very little loading relative to the capacity of the standing supports—less than 23 Mg load and 2.54 cm convergence.The Flac3D program was used to evaluate these four bleeder entries using previously defined modeling and input parameter estimation procedures.The results indicated only a minor increase in load during the extraction of the longwall panel.The model showed a much greater increase in stress due to the development of the gateroad and bleeder entries, with about 80% of the increase associated with development and 20% with longwall extraction.The Flac3D model showed very good correlation between expected gateroad loading during panel extraction and that expected based on previous studies.The results of this study showed that the rear abutment stress experienced by this bleeder entry design was minimal.The farther away from the startup room, the lower the applied load and smaller the convergence in the entry if all else is held constant.Finally, the numerical modeling method used in this study was capable of replicating the expected and measured results near seam. 展开更多
关键词 Bleeder ENTRY STANDING supports ABUTMENT loadING LONGWALL mining Full extraction
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CALCULATION OF ELASTIC DAMPING CHARACTERISTICS OF ROTOR SUPPORT MADE OF METAL RUBBER MATERIAL UNDER VARIABLE LOADS 被引量:8
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作者 JIANG Hongyuan YAN Hui +1 位作者 AO Hongrui ALEXANDER M Ulanov 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2007年第6期33-37,共5页
A metal rubber(MR) dry friction damper was designed based on the load supported by the rotor. An experimental apparatus for obtaining hysteresis loops of support under the precession load was designed. The elastic-d... A metal rubber(MR) dry friction damper was designed based on the load supported by the rotor. An experimental apparatus for obtaining hysteresis loops of support under the precession load was designed. The elastic-damping characteristics of the ring-shaped MR damper used as a rotor support under variable loads were presented by studying the hysteresis loops of the damper. The vibration rigidity and the energy dissipation coefficient were calculated from the hysteresis loops, based on the description of the deformation process of the MR element with simple structure in a dimensionless coordinating system. The calculation results showed that the energy dissipation coefficient in the inner of MR element and on the boundary between the damper and the frame of the rotor support were approximately equal. The comparison of the hysteresis loops for a precession load and a one-axial load indicated a large difference when the coefficient of the energy dissipation and the stiffness of the MR damper were concerned. 展开更多
关键词 Rotor support Precession load Stiffness Energy dissipation coefficient Metal rubber
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Experimental study of a technique for load measurement of powered supports 被引量:1
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作者 HuaZhu ShirongGe XiaolongHuang SumeiDai 《Journal of University of Science and Technology Beijing》 CSCD 2004年第6期489-493,共5页
Despite the increasing popularity of mechanized coal mining, there are no convenient and accurate means available to measure the loads of powered supports. The measurement of such loads is important for monitoring min... Despite the increasing popularity of mechanized coal mining, there are no convenient and accurate means available to measure the loads of powered supports. The measurement of such loads is important for monitoring mine pressure and ensuring production safety. The load-carrying features of a powered support were used to develop a method for load measurement using the mag-netoelastic principle. A cross bridge-type magnetoelastic stress sensor was designed for the support structures to measure the different parts of the supports. Tests on single-body hydraulic cylinders and simulated linkages showed that an approximately linear relationship between the values of the sensor output signal and the loads borne by the hydraulic cylinders or linkages. The results were used to analyze the load-carrying measurements of powered supports with the cross bridge-type magnetoelastic stress sensor. 展开更多
关键词 powered support load measurement STRESS MAGNETOELASTIC SENSOR
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Analytical Solutions to Strain Rates of Reinforced Concrete Simply Supported Slabs under Blast Loads 被引量:1
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作者 孙文彬 WU Cheng—qing 《Journal of Southwest Jiaotong University(English Edition)》 2009年第3期212-217,共6页
Based on the Duhamel integral, a couple of analytical solutions are derived to predict the strain rates of concrete and steel reinforcement in reinforced concrete slabs under blast loads and to estimate their variatio... Based on the Duhamel integral, a couple of analytical solutions are derived to predict the strain rates of concrete and steel reinforcement in reinforced concrete slabs under blast loads and to estimate their variation over depth of a cross-section along the entire length of the member. The analytical approach utilizes the single-degree-of-freedom mode for the analysis of reinforced concrete simply supported one-way panels subjected to blast loads. These analytical solutions can give the strain rate profile for any cross-section at any time and permit variations of strain rate in each time step of numerical iteration method, thus making it possible to directly incorporate strain rate effects into non-linear dynamic response analysis of structural members subjected to blast loads. 展开更多
关键词 Reinforced concrete Simply supported slab Blast load SDOF Duhamel integral Strain rate Analytical solution
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Influence of load capacity on hydrostatic journal support deformation in finite element calculation 被引量:1
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作者 邵俊鹏 张艳芹 +2 位作者 李永海 于晓东 姜辉 《Journal of Central South University》 SCIE EI CAS 2008年第S2期245-249,共5页
Based on the application of the four-oil-pad radial hydrostatic bearing in heavy equipments, the deformation of the four-oil-pad radial hydrostatic bearing was calculated by using the finite element method. The formul... Based on the application of the four-oil-pad radial hydrostatic bearing in heavy equipments, the deformation of the four-oil-pad radial hydrostatic bearing was calculated by using the finite element method. The formula of film stiffness, film thickness and carrying capacity were established; the influence of the main parameters, such as load, load area and deformation on the supportability was analyzed; and the capacity of the two kinds of bearings was compared. The result shows that the carrying capacity of typeⅠ is prior to that of type Ⅱ . Calculations provide a theoretical basis for the bearing choosing and structure designing in the actual project. 展开更多
关键词 HYDROSTATIC JOURNAL support FINITE ELEMENT STIFFNESS of oil film load capacity DEFORMATION
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Long Term Load Forecasting and Recommendations for China Based on Support Vector Regression
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作者 Shijie Ye Guangfu Zhu Zhi Xiao 《Energy and Power Engineering》 2012年第5期380-385,共6页
Long-term load forecasting (LTLF) is a challenging task because of the complex relationships between load and factors affecting load. However, it is crucial for the economic growth of fast developing countries like Ch... Long-term load forecasting (LTLF) is a challenging task because of the complex relationships between load and factors affecting load. However, it is crucial for the economic growth of fast developing countries like China as the growth rate of gross domestic product (GDP) is expected to be 7.5%, according to China’s 11th Five-Year Plan (2006-2010). In this paper, LTLF with an economic factor, GDP, is implemented. A support vector regression (SVR) is applied as the training algorithm to obtain the nonlinear relationship between load and the economic factor GDP to improve the accuracy of forecasting. 展开更多
关键词 LONG TERM load Forecasting support VECTOR Regression China
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Methods for measuring and calculating the external load of powered supports
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作者 Hua Zhu, Xiaoyan Yu, Shirong Ge, and Shibo WangCollege of Mechatronic Engineering, China University of Mining and Technology Xuzhou, Jiangsu 221008, China 《Journal of University of Science and Technology Beijing》 CSCD 2003年第6期11-15,共5页
Taking the chock shield supports as the object of study, methods formeasuring and calculating the external load of powered supports were discussed. Selecting the angleparameters as variables, the simple formulae of in... Taking the chock shield supports as the object of study, methods formeasuring and calculating the external load of powered supports were discussed. Selecting the angleparameters as variables, the simple formulae of interactive computation with respect to the workangles of a powered support were deduced and verified by an example. Furthermore, the formulaedetermining the magnitude, direction and action point of the external load were put forward. Theinvestigation results have provided a sound basis for the software design of the intelligentinstrument for load measuring of powered supports. 展开更多
关键词 powered support bearing post LINKAGE external load
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冲击地压矿井坚硬顶板工作面充填开采降载防冲机理及应用 被引量:1
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作者 王家臣 王兆会 《中国煤炭》 北大核心 2025年第1期12-22,共11页
坚硬顶板是导致强矿压甚至冲击地压的重要因素,充填开采则是控制坚硬顶板运动模式的有效手段。为分析冲击地压矿井坚硬顶板工作面充填开采的降载防冲效果,以古城煤矿1123工作面为工程背景,采用理论分析、数值计算和现场实测手段研究坚... 坚硬顶板是导致强矿压甚至冲击地压的重要因素,充填开采则是控制坚硬顶板运动模式的有效手段。为分析冲击地压矿井坚硬顶板工作面充填开采的降载防冲效果,以古城煤矿1123工作面为工程背景,采用理论分析、数值计算和现场实测手段研究坚硬顶板破断致冲条件、充填体支撑下坚硬顶板运动特征及其降载防冲机理。结果表明:坚硬顶板动力破断条件为弹性区能量释放率高于塑形区能量耗散率,提出了动载冲击力计算方法,给出了动载荷和静态应力场组合作用下,冲击地压灾害发生原理;构建了充填体支撑作用下坚硬顶板沉降模型,得到了坚硬顶板沉降曲线,充填率是控制坚硬顶板沉降模式的关键因素;充填率提升至90%,坚硬顶板转变为连续沉降模式,构建了坚硬顶板连续沉降条件下支架围岩相互作用模型,提出了支架阻力计算方法,揭示了充填开采降载防冲机理;将充填开采降载防冲技术应用于1123工作面,提出了“三位一体”充填率提升技术,微震监测和顶板下沉量检测结果表明降载防冲效果良好,围岩控制效果显著提升。 展开更多
关键词 充填开采 冲击地压 坚硬顶板 充填率 支架载荷
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Heating load interval forecasting approach based on support vector regression and error estimation
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作者 张永明 于德亮 齐维贵 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2011年第4期94-98,共5页
As the existing heating load forecasting methods are almostly point forecasting,an interval forecasting approach based on Support Vector Regression (SVR) and interval estimation of relative error is proposed in this p... As the existing heating load forecasting methods are almostly point forecasting,an interval forecasting approach based on Support Vector Regression (SVR) and interval estimation of relative error is proposed in this paper.The forecasting output can be defined as energy saving control setting value of heating supply substation;meanwhile,it can also provide a practical basis for heating dispatching and peak load regulating operation.By means of the proposed approach,SVR model is used to point forecasting and the error interval can be gained by using nonparametric kernel estimation to the forecast error,which avoid the distributional assumptions.Combining the point forecasting results and error interval,the forecast confidence interval is obtained.Finally,the proposed model is performed through simulations by applying it to the data from a heating supply network in Harbin,and the results show that the method can meet the demands of energy saving control and heating dispatching. 展开更多
关键词 heating supply energy-saving load forecasting support vector regression nonparametric kernel estimation confidence interval
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Enhanced Adherence Counselling, Support Groups and Viral Load Suppression amongst HIV-Positive Adolescents in a Tertiary Health Care Facility in Cameroon
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作者 Agbor Nyenty Agbornkwai André Izacar Gaël Bita +8 位作者 Stephane Amatagana Mabouna Ismaila Esa Ajong Brian Ngongheh Ateh Stanislas Ketum Derek Akateh Yannick Lechedem Ngunyi Arnold Agwe Tanah Gisele Christian Miangu Wolloh Grace Tadzong-Awasum 《Advances in Infectious Diseases》 CAS 2022年第4期685-702,共18页
Background: Globally, HIV viral load suppression rate, which is an indirect measure of the efficacy of antiretroviral (ART) medication, is 47% and 52% in Africa. In Cameroon, the viral load (VL) suppression rate is 44... Background: Globally, HIV viral load suppression rate, which is an indirect measure of the efficacy of antiretroviral (ART) medication, is 47% and 52% in Africa. In Cameroon, the viral load (VL) suppression rate is 44.7% and poor adherence is widely documented as being responsible for the large gap in VL Suppression. Enhanced adherence counselling (EAC) sessions, and enrolment and participation in support groups are specific interventions to improve ART adherence and improve viral load suppression. Purpose: This study assesses the uptake and contribution of support groups and EAC sessions in the management of adolescents with unsuppressed VL results at Centre Hospitalier d’Essos, Yaounde. Methods: A retrospective correlational quantitative patient files review was conducted for 138 files of HIV positive adolescents aged between 10 - 19 years with HIV VL above 1000 copies/ml enrolled in care between January 2009 and December 2019. Data from the questionnaire was entered into CSPRO version 7.4. and analyzed by using SPSS version 25.0. Results: A total of 138 participants (75 females and 63 males) with a mean age of 15 ± 3 years were included in our study. Sixty-nine (50%) participants were in World Health Organization (WHO) stage I;32.6% were in Stage II;13.0% and 4.3% were in stages III and IV, respectively. Thirty (21.7%) had a history of tuberculosis and 76% of the adolescents were being cared for primarily by their parents. The charts of the adolescents revealed that there was an association between completion of EAC sessions in adolescents with unsuppressed VL and eventual VL suppression (R.R = 2.5;CI 0.848 - 6.162;p = 0.033). However, there was no significant association between support group enrolment and active participation, and eventual VL Suppression. Furthermore, combining EAC and support group interventions was strongly associated with eventual VL Suppression in this group of initially unsuppressed adolescents (R.R = 7.5;C.I 2.544 - 22.360;p Conclusion: Suppression rates were good after completion of EAC sessions and participation in support group enrolment for adolescents with a high VL. As we move towards having 95% of ART-treated adolescents achieve and maintain viral suppression, there is a need to reinforce EAC sessions and support group enrolment in ART clinics targeting this priority group. 展开更多
关键词 High Viral load Enhanced Adherence Counselling support Groups HIV Adolescents
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超高工作面上覆厚硬岩组破断运动规律与多重动载产生机理 被引量:2
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作者 王家臣 王兆会 +4 位作者 孙文超 李猛 张鑫 李家龙 侯东鑫 《煤炭学报》 北大核心 2025年第4期1876-1893,共18页
大采高开采技术具有高产、高效、高采出率等优点,成为榆神矿区厚煤层开采的技术首选。大采高工作面采出空间和装备功率成倍增加,采动效应急剧增强,特别是超大采高与厚硬顶板并存条件下,强矿压现象频发,威胁生产安全。为提升超高工作面... 大采高开采技术具有高产、高效、高采出率等优点,成为榆神矿区厚煤层开采的技术首选。大采高工作面采出空间和装备功率成倍增加,采动效应急剧增强,特别是超大采高与厚硬顶板并存条件下,强矿压现象频发,威胁生产安全。为提升超高工作面围岩控制效果,以曹家滩122104工作面为工程背景,采用现场实测、室内试验、理论分析等手段研究了10 m超大采高工作面厚硬顶板破断运动规律与支架载荷演化特征,探究强矿压产生机理及控制方法。结果表明:大采出空间、高推进速度、多厚硬岩组导致超高工作面液压支架具有“急增阻、高静载、多重动载、高频循环载荷”等承载特征,工况劣化导致顶板载荷快速向超高煤壁转移,引发坚硬煤壁板式劈裂破坏;超大采高导致工作面上覆3个厚硬岩组进入液压支架工况影响区,厚硬岩组呈现小变形破断模式,破断前以弹性变形为主,组内岩层无离层现象,破断后裂隙发育速度快,能量释放率高,破断岩块可形成错位岩梁平衡结构;得到了支架顶梁载荷三维分布曲面及其同顶板结构的协同演化特征,厚硬顶板破断前支架载荷小,分布于立柱支撑区,破断后支架快速增阻进入满负荷状态,多组硬岩破断导致液压支架承受多重动载冲击效应,顶梁载荷偏离立柱支撑区,引发异常支架工况;构建了考虑层间剪力的厚硬顶板短梁结构模型,其内部拉应力降低,剪应力升高,揭示了厚硬顶板小变形沉降原理和拉剪混合破断机理;得到了直覆厚硬顶板破断前后弹性应变能分布特征,给出了厚硬顶板动力破断和应变能释放条件,厚硬顶板弹性小变形破断特征决定了应变能以瞬间释放为主,向破断岩块动能的转换率达到21%,提出了动载冲击力计算方法,厚硬顶板高能量释放率和破断岩块下位大自由空间是超高工作面多重动载产生的直接原因;超前区域压裂后,厚硬岩组由弹性小变形向塑形大变形破断模式转变,高塑性耗散功与高劣化程度降低了动载冲击强度,提升了超高工作面围岩控制效果。 展开更多
关键词 超大采高 厚硬顶板 破断机理 支架阻力 多重动载
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风电机组一次调频对载荷的影响分析及综合惯量控制优化方法研究 被引量:1
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作者 刘军 全哲辰 《电力系统保护与控制》 北大核心 2025年第2期38-49,共12页
风电机组参与一次调频期间会产生附加机械载荷,影响机组安全稳定运行。为明确风电机组参与一次调频对机械载荷的影响机制,建立了含综合惯量控制的风电机组机械结构动力学模型,分析了综合惯量控制对叶片、塔架及传动轴系载荷的影响。针... 风电机组参与一次调频期间会产生附加机械载荷,影响机组安全稳定运行。为明确风电机组参与一次调频对机械载荷的影响机制,建立了含综合惯量控制的风电机组机械结构动力学模型,分析了综合惯量控制对叶片、塔架及传动轴系载荷的影响。针对风电机组参与一次调频会激发传动轴扭振和塔架侧向振动的问题,首先,在综合惯量控制的基础上,提出了根据风电机组转速和频率变化动态调节虚拟惯量系数和下垂系数的方法,提升风电机组的调频性能。其次,提出了基于转矩补偿的扭振抑制策略,提高轴系的等效阻尼和等效刚度。搭建了基于Open FAST和Matlab的风电机组机电耦合仿真模型。仿真结果表明,所提策略提升风电机组频率支撑能力的同时,减小了调频过程中传动轴和塔架的附加机械载荷。 展开更多
关键词 风电机组 调频控制 频率支撑 机械载荷 载荷分析 轴系扭振
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大采高工作面厚层砂岩破断运移及支架载荷特性研究
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作者 王君 王飞 宋万新 《煤炭工程》 北大核心 2025年第9期207-216,共10页
针对大采高工作面厚层砂岩顶板破断矿压显现剧烈难题,基于理论分析、相似模拟实验及现场试验,对小保当煤矿一号井大采高工作面覆岩运移及矿压显现规律进行研究。研究结果表明:液压支架工作阻力P与直接顶悬顶长度L4成反比,与基本顶悬臂... 针对大采高工作面厚层砂岩顶板破断矿压显现剧烈难题,基于理论分析、相似模拟实验及现场试验,对小保当煤矿一号井大采高工作面覆岩运移及矿压显现规律进行研究。研究结果表明:液压支架工作阻力P与直接顶悬顶长度L4成反比,与基本顶悬臂梁长度L1、回转角度θ及其基本顶上覆载荷强度成正相关;大采高一次采全高工作面一次回采期间采空区岩梁总体呈现“F”型分布,基本顶初次垮落步距约为70 m,周期垮落步距约为15 m,矿压集中系数约为1.8;二次回采期间留设煤柱周围岩梁总体呈现“T”型分布,基本顶初次垮落步距约为50 m,周期垮落步距约为15 m,矿压集中系数约为2.2,二次采动期间覆岩顶板应力集中度显著较高;煤柱区域呈现高应力集中;工作面二次采动期间支架载荷强度相较于单一采面采动期间高约21%,来压期间液压支架工作阻力增幅显著小于一次回采,此外,工作面上部临空段应力载荷显著较高;基于研究结果,生产矿井更新新型液压支架,并增大了额定工作阻力,有效提升了工作面的安全回采系数。 展开更多
关键词 大采高工作面 支架载荷 相似模拟 应力分布
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锚杆动静耦合力学性能与抗冲机制
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作者 王琦 许硕 +1 位作者 江贝 刘竞轩 《煤炭学报》 北大核心 2025年第11期5043-5053,共11页
锚杆支护是深部地下工程常用的围岩控制技术。为对深部复杂条件围岩进行安全控制,需对锚杆施加预应力,同时受到围岩大变形、开采扰动和强冲击等影响,使锚杆处于动静耦合的工作状态。因此,研究锚杆在不同工作荷载状态下的抗冲性能与安全... 锚杆支护是深部地下工程常用的围岩控制技术。为对深部复杂条件围岩进行安全控制,需对锚杆施加预应力,同时受到围岩大变形、开采扰动和强冲击等影响,使锚杆处于动静耦合的工作状态。因此,研究锚杆在不同工作荷载状态下的抗冲性能与安全储备对深部地下工程支护设计至关重要。基于此,利用自主研发的锚杆动静耦合力学性能试验系统,开展了现场常用普通锚杆与高强锚杆在0~200 kN初始荷载条件下的动静耦合力学性能试验,明确了锚杆动静耦合力学性能与抗冲吸能特性。结果表明:在冲击能量方面,动静耦合条件下不同锚杆抵抗的冲击能量随初始荷载的增大具有相同的衰减规律。在吸收能量方面,锚杆的吸收总能量未随初始荷载条件改变而显著改变。同时,锚杆单次吸收能量随着初始荷载的增大而增大,导致了锚杆冲击能量显著下降,安全储备降低。在0~200 kN初始荷载条件下,普通锚杆与高强锚杆的冲击能量衰减率最大分别为58.8%、50.0%,二者吸收总能量的均值分别为13.0×10^(4)、14.4×10^(4) J,吸能系数随着强度利用率增加均呈现先缓慢、后快速的“阶段性增长”特征。通过综合分析,明确了锚杆动静耦合抗冲吸能机制,提出了锚杆动静耦合强度-能量设计理念,建立了动静耦合条件锚杆预应力“双折线”设计模型,可为深部地下工程动力灾害安全控制提供新思路。 展开更多
关键词 锚杆支护 工作荷载 动静耦合 冲击能量 吸收能量 设计理念
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基于数字孪生的煤矿两柱式支架载荷预测方法
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作者 张帆 李玉雪 +1 位作者 李昱翰 邵光耀 《煤炭科学技术》 北大核心 2025年第1期312-325,共14页
现有的矿山巷道液压支架载荷预测方法通常假设静态时空开采布置,忽略了远场围岩的动载荷,影响了冲击地压预测的准确性。为了确保安全开采,必须对潜在的冲击地压进行实时和精确的预测评估。提出一种基于数字孪生和机器学习的麻雀搜索算... 现有的矿山巷道液压支架载荷预测方法通常假设静态时空开采布置,忽略了远场围岩的动载荷,影响了冲击地压预测的准确性。为了确保安全开采,必须对潜在的冲击地压进行实时和精确的预测评估。提出一种基于数字孪生和机器学习的麻雀搜索算法–随机森林(SSA–RF)预测方法。通过分析支护系统与围岩的相互作用,建立了两柱式支架的数字孪生体模型,基于数据驱动实现物理实体与其数字孪生体之间的交互映射与同步反馈。对比分析两柱式支架升柱过程中姿态变量的计算值与真实值发现,与支架物理实体相比,数字孪生体模型的角度平均误差为0.14°,长度平均误差为6.15mm,符合精度要求。此外,麻雀搜索算法用于优化随机森林中决策树和节点特征的数量。与使用单一预测模型相比,SSA–RF预测模型的建立提高了收敛速度和优化能力。试验结果表明,与长短期记忆(LSTM)、随机森林(RF)和支持向量机(SVM)等预测算法相比,笔者提出的SSA–RF方法表现最优,其在中部支架和端头支架数据集上的预测准确率分别达到85.89%和91.09%。此外,研究发现,工作面中部支架所在区域顶板易出现断裂失稳现象,会破坏工作面中部区域垂直方向的应力支撑条件,从而导致中部支架载荷变化范围更大预测精度略低于端头支架。上述研究结果将对进一步研究煤矿冲击地压发生机理和准确预测潜在冲击地压提供一定理论借鉴。 展开更多
关键词 冲击地压矿井 数字孪生 两柱式支架 麻雀搜索算法 支架载荷预测
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基于WOA-DBN模型的支架载荷预测研究分析
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作者 鲁杰 张松 +3 位作者 杨志强 王劭琛 魏征 刘泽 《矿业研究与开发》 北大核心 2025年第3期222-228,共7页
在矿山生产中,工作面冒顶事故与液压支架直接相关。依据这一理论,提出了一种基于多源数据融合的预测模型,用于预测液压支架的载荷。通过研究煤层顶板来压变形特性理论、液压支架的组成及工作原理、承载理论以及工作面工况对液压支架的影... 在矿山生产中,工作面冒顶事故与液压支架直接相关。依据这一理论,提出了一种基于多源数据融合的预测模型,用于预测液压支架的载荷。通过研究煤层顶板来压变形特性理论、液压支架的组成及工作原理、承载理论以及工作面工况对液压支架的影响,分析载荷变化的影响因素,并对关键受力元件进行数据采集。采用K均值聚类算法对数据的特征进行聚类分析,对载荷进行分类预测建模。利用鲸鱼优化算法(WOA)分别优化长短时记忆网络(LSTM)和深度信念神经网络(DBN),建立WOA-LSTM串联式预测模型和WOA-DBN串联式预测模型。结果表明,WOA-DBN模型在对20^(#)液压支架前立柱载荷预测中,平均绝对误差分别降低了0.2287,0.2064,0.0677;均方根误差分别降低了0.2129,0.1953,0.0725。WOA-DBN模型对20^(#)液压支架后立柱载荷预测中,平均绝对误差分别降低了0.3031,0.2446,0.2054;均方根误差分别降低了0.2919,0.2464,0.2389。可见,WOA-DBN串联式预测模型更适合载荷预测且精度更高。 展开更多
关键词 支架载荷预测 多源数据融合 WOA-DBN K均值聚类算法
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近场爆炸作用下公路简支钢箱梁桥破坏特征
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作者 宋郁民 屈首一 刘海明 《高压物理学报》 北大核心 2025年第8期140-152,共13页
为探究近场爆炸作用下公路简支钢箱梁桥的破坏特征,基于LS-DYNA建立了简支钢箱梁桥的有限元模型,通过钢箱梁缩尺模型爆炸实验验证了数值模拟方法的可靠性,探讨了不同爆炸荷载、不同爆炸位置下钢箱梁桥的破坏特征。研究结果表明,简支钢... 为探究近场爆炸作用下公路简支钢箱梁桥的破坏特征,基于LS-DYNA建立了简支钢箱梁桥的有限元模型,通过钢箱梁缩尺模型爆炸实验验证了数值模拟方法的可靠性,探讨了不同爆炸荷载、不同爆炸位置下钢箱梁桥的破坏特征。研究结果表明,简支钢箱梁在近爆荷载作用下的破坏特征主要为局部破坏,包括顶板破坏、底板破坏以及隔板位移与破坏,其中受爆炸直接冲击的顶板破坏最为严重。爆炸位置对桥梁破坏的影响显著,无隔板约束位置的顶板破坏面积分别比单隔板和横、纵隔板共同约束位置增加了50%~70%。另外,纵隔板加劲肋会反射冲击波,进而导致底板裂口偏移,在500 kg当量范围内,最大裂口中心偏移量随着TNT当量的增加偏移0.5~1.5 m。因此,在实际钢箱梁桥设计中,应重视隔板和加劲肋的防护能力。 展开更多
关键词 近爆荷载 简支钢箱梁 爆炸当量 破坏特征
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基于转矩法安装的预应力锚杆受力特征及承载性能研究
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作者 杨凯 刘锦超 +2 位作者 汪波 宁其冉 王勇 《铁道科学与工程学报》 北大核心 2025年第11期5052-5063,共12页
为揭示转矩法下锚杆在安装过程及服役初期的拉力-扭矩联合的受力特征,探明锚杆安装后的拉伸承载强度,采用理论分析和室内试验手段,研究3、8和12.7 mm螺距参数下预应力锚杆在转矩法下的受力演变规律,揭示了不同螺距下锚杆轴力、扭矩与外... 为揭示转矩法下锚杆在安装过程及服役初期的拉力-扭矩联合的受力特征,探明锚杆安装后的拉伸承载强度,采用理论分析和室内试验手段,研究3、8和12.7 mm螺距参数下预应力锚杆在转矩法下的受力演变规律,揭示了不同螺距下锚杆轴力、扭矩与外扭矩的对应关系。结合试验结果与Mises强度准则推导了锚杆在服役期的强度预测公式。主要的结果如下:1)转矩法施加预应力时,杆体轴力和扭矩均与施加外扭矩之间存在线性关系,相同外扭矩下,锚杆螺距越小,所受的轴力越大,扭矩越小;2)锚杆安装完成后,杆体扭矩随外扭矩卸载下降,但仍残存部分扭矩影响其服役期承载围岩荷载的能力。安装完成后残余扭矩与外扭矩之间存在线性关系,3、8和12.7 mm螺距下锚杆对应的线性系数分别为0.58、0.455和0.316;3)锚杆在拉力-扭矩组合受力下的屈服拉力远低于轴拉状态下时的拉力(轴拉下屈服强度150 kN),3、8和12.7 mm螺距下试验锚杆屈服强度下降量分别达到40%、54%、72%。4)预应力锚杆安装后残余扭矩会影响其抗拉强度,结合Mises准则与试验结果建立了剩余锚杆抗拉强度与设计预应力间对应关系。研究结果可为转矩法下预应力锚杆的选用及强度设计提供指导。 展开更多
关键词 隧道支护 预应力锚杆 拉-扭组合受力 拉伸强度 Mises准则
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伯努利速降型油腔对静压轴承摩擦特性的影响
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作者 杨晓冬 王彬 +1 位作者 刘伟峰 刘红博 《哈尔滨理工大学学报》 北大核心 2025年第3期77-85,共9页
为了解决静压推力轴承在高速下承载能力不足的问题,基于伯努利最速降线原理,在双矩形油腔内部增设了摆线形油液抬升结构,并取斜坡形和普通双矩形作对比。通过数值分析得出不同腔形的压力场,分析其承载能力。结果表明:两种基于伯努利最... 为了解决静压推力轴承在高速下承载能力不足的问题,基于伯努利最速降线原理,在双矩形油腔内部增设了摆线形油液抬升结构,并取斜坡形和普通双矩形作对比。通过数值分析得出不同腔形的压力场,分析其承载能力。结果表明:两种基于伯努利最速降线原理设计的摆线形油腔以及斜坡形油腔,都比普通双矩形油腔承载能力大,静压推力轴承的承载能力依次为斜坡形油腔、逆摆线形油腔、摆线形油腔和普通双矩形油腔,三种腔形都有效增强了静压推力轴承的承载能力。 展开更多
关键词 静压推力轴承 承载特性 压力分布 异形腔 数值仿真
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