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DRX rules during extrusion process of large-scale thick-walled Inconel 625 pipe by FE method 被引量:4
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作者 党利 杨合 +3 位作者 郭良刚 石磊 张君 郑文达 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2015年第9期3037-3047,共11页
A thermal-mechanical and micro-macro coupled finite element(FE) model for the hot extrusion process of large-scale thick-walled Inconel 625 pipe was developed based on the DEFORM-2D platform.Then,the influence rules... A thermal-mechanical and micro-macro coupled finite element(FE) model for the hot extrusion process of large-scale thick-walled Inconel 625 pipe was developed based on the DEFORM-2D platform.Then,the influence rules of the key extrusion parameters on the average grain size and grain uniformity of the extruded pipe were revealed.The results show that with the increase of initial billet temperature,extrusion speed and friction coefficient,the grain uniformity is firstly improved and then deteriorated.Larger extrusion ratio leads to more uniform grain distribution.With the increase of initial billet temperature,the average grain size of the pipe first decreases and then increases.Additionally,larger extrusion ratio can bring smaller average grain size.The extrusion speed and friction coefficient have slight effects on the average grain size of the extruded pipe. 展开更多
关键词 Inconel 625 alloy large-scale thick-walled pipe extrusion dynamic recrystallization grain size grain uniformity
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Quantitative Prediction of Reduction in Large Pipe Setting Round Process 被引量:5
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作者 ZHAO Jun ZHAN Peipei +1 位作者 MA Rui ZHAI Ruixue 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2013年第4期722-729,共8页
The control manner during the process to ensure the quality of pipe products mainly relies on the operator’s experience, so it is very necessary to study the setting round process and obtain its spring-back law. The ... The control manner during the process to ensure the quality of pipe products mainly relies on the operator’s experience, so it is very necessary to study the setting round process and obtain its spring-back law. The setting round process is shaping an oval section pipe into circular section, so it is difficult to provide a quantificational analysis for its spring-back process because of the curvature inequality of pipe section neutral layer. However, the spring-back law of the circle-oval process can be easily predicted. The experimental method is firstly used to establish the equivalent effect between the setting round process and the circle-oval process. The setting round process can be converted into the circle-oval process. There are two difficulties in the theoretical analysis for the circle-oval process: elastic-plastic bending problem of curved beam; statically indeterminate problem. A quantitative analytic method for the circle-oval process is presented on the basis of combination of the spring-back law of plane curved beam with the element dividing idea in finite element method. The ovality after unloading versus the relative reduction is plotted with analytical and experimental results respectively, which shows a fair agreement. Finally, the method of quantitative prediction of reduction for large pipe setting round is given based on the equivalent effect and the analytical results. Five pipes, which are needed to be set round, are used to carry out experiment so as to verify this method. The results of verification experiment indicates that, in the experimental range, the residual ovality are all under 0.35% after the once only setting round with the theoretical prediction reductions. It is much less than the 1% requirement of pipe standard. Applying the established theoretical analysis is able to correct the pipe ovality with sufficient accuracy, which provides theoretical direction to plant use. 展开更多
关键词 large pipes setting round circle-oval process spring-back analysis
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Recent developments of large diameter X80 UOE line pipes 被引量:9
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作者 ZHANG Chuanguo ZHENG Lei +3 位作者 XIE Shiqiang ZHANG Bei HAN Jianzeng QIAN Weifang 《Baosteel Technical Research》 CAS 2014年第2期46-54,共9页
High-strength pipeline steel and large diameter line pipes are often used to increase the capacity of transportation and reduce the cost associated with the construction and operation of long-distance gas pipeline pro... High-strength pipeline steel and large diameter line pipes are often used to increase the capacity of transportation and reduce the cost associated with the construction and operation of long-distance gas pipeline projects. China' s initiatives to construct long-distance natural gas pipelines has brought in new opportunities for the development of X80 line pipes. Baosteel has designed the optimum chemical composition of X80 with high niobium and low molybdenum content. In addition, a welding experimental platform and a finite element model (FEM) have supported the development of X80 UOE pipes in an efficient and economical way. The application and recent development of X80 UOE pipes were introduced in this paper. To comply with the requirements of the Second West-East Gas Pipeline Project (2^nd WEPP ), X80 pipeline steel with low carbon bainite microstructure was developed by utilizing the optimized composition and TMCP process. The matching welding material, welding procedure and UOE forming processes for 1 219mm outside diameter X80 UOE pipes were also developed. More than 340 000 t of X80 UOE pipes were produced and applied in the 2^nd WEPP. Furthermore, to meet the prospective demand for long-distance gas pipelines with an annual transportation capacity of over 40 billion m3 ,larger size X80 UOE pipes with 1 422 mm OD × 30. 8 mm WT were trial produced recently. DWTT performance, the main technical challenge for heavier wall pipes, was improved by using optimized microstructural design. The newly developed X80 pipes can be potentially used for larger transportation capacity pipelines in China. 展开更多
关键词 X80 UOE large diameter heavy gauge line pipe
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Vertical vibration of a large diameter pipe pile considering transverse inertia effect of pile 被引量:9
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作者 郑长杰 刘汉龙 +1 位作者 丁选明 周航 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第4期891-897,共7页
Considering the transverse inertia effect of pile, the vertical soil layer is studied. The wave propagations in the outer and inner soil dynamic response of a large diameter pipe pile in viscoelastic are simulated by ... Considering the transverse inertia effect of pile, the vertical soil layer is studied. The wave propagations in the outer and inner soil dynamic response of a large diameter pipe pile in viscoelastic are simulated by three-dimensional elastodynamic theory and those in the pile are simulated by Rayleigh-Love rod theory. The vertical and radial displacements of the outer and inner soil are obtained by utilizing Laplace transform technique and differentiation on the governing equations of soils. Then, based on the continuous conditions between the pile and soils, the displacements of the pile are derived. The frequency domain velocity admittance and time domain velocity response of the pile top are also presented. The solution is compared to a classical rod model solution to verify the validity. The influences of the radii and Poisson ratio of pile on the transverse inertia effect of pile are analyzed. The parametric study shows that Poisson ratio and outer radius of pile have significant influence on the transverse inertia effect of large diameter pipe piles, while the inner radius has little effect. 展开更多
关键词 large diameter pipe pile vertical vibration Rayleigh-Love rod transverse inertia effect
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Numerical Simulation and Experimental Research on Microstructural Evolution During Compact Hot Extrusion of Heavy Caliber Thick-Wall Pipe 被引量:3
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作者 Lu Jia Yongtang Li +1 位作者 Tianjing Hui Yang Zhang 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2019年第1期113-126,共14页
Compact hot extrusion(CHE) process of heavy caliber thick-wall pipe is a new material-saving production process. In order to reveal the optimum hot extrusion parameters in CHE process, the e ects of the extrusion para... Compact hot extrusion(CHE) process of heavy caliber thick-wall pipe is a new material-saving production process. In order to reveal the optimum hot extrusion parameters in CHE process, the e ects of the extrusion parameters on the microstructural evolution are investigated systematically. The metadynamic recrystallization(MDRX) kinetic models and grain size models of as-cast P91 steel are established for the first time according to the hot compression tests performed on the Gleeble-3500 thermal-simulation machine. Then a thermal-mechanical and micro-macro coupled hot extrusion finite element(FE) model is established and further developed in DEFORM software. The results indicated that the grain size of the extruded pipe increases with the increasing of initial temperature and extrusion speed, decreases when extrusion ratio increases. Moreover, the grain size is more sensitive to the initial temperature and the extrusion ratio. The optimum hot extrusion parameters are including that, the initial extrusion temperature of 1250 °C, the extrusion ratio of 9 and the extrusion speed of 50 mm/s. Furthermore, in order to verify the simulation precisions, hot extrusion experiment verification on the heavy caliber thick-wall pipe is carried out on the 500 MN vertical hot extrusion equipment. The load–displacement curve of the extrusion process and the grain sizes of the middle part extruded pipe are in good accuracy with the simulation results, which confirms that the hot extrusion FE models of as-cast P91 steel could estimate the hot extrusion behaviors. The proposed hot extrusion FE model can be used to guide the industrial production research of CHE process. 展开更多
关键词 HEAVY CALIBER thick-wall pipe COMPACT hot extrusion process MICROSTRUCTURAL evolution Numerical simulation Average grain size
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Prediction of welding residual stress in multipass narrow gap welded pipes with large thickness 被引量:1
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作者 谭龙 张建勋 庄栋 《China Welding》 EI CAS 2014年第1期6-11,共6页
The objective of this study is to investigate the influence of post weld heat treatment (PWHT) on the distribution of residual stress in welded pipes with large thickness. The detailed pass-by-pass finite element si... The objective of this study is to investigate the influence of post weld heat treatment (PWHT) on the distribution of residual stress in welded pipes with large thickness. The detailed pass-by-pass finite element simulation was developed to study the residual stress in narrow gap multipass welding of pipes with a wall thickness of 150 mm and 89 weld beads. The effect of PWHT on welding residual stress was also investigated by means of numerical analysis. The simulated results show that the hoop stress is tensile stress in the weld region and compressive stress in the parent metal areas adjacent to weld seam. After heat treatment, the residual stresses decrease substantially, and the simulated residual stress is validated by the experimental one. The distribution of the through-wall axial residual stress along the weld center line is a self-equilibrating type. 展开更多
关键词 finite element analysis muhipass welding residual stress post weld heat treatment thick-walled pipe
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Manufacturing Technology Research and Appraisal of Large-Diameter SSAW Pipe Applied to the West-East Pipeline Project
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作者 DingXiaojun YangZhongwen XiaXianhua LiXiaobo 《工程科学(英文版)》 2005年第1期80-88,共9页
This paper introduced the research and development of large-diameter SSAW pipes applied to West-East Pipeline project as well as domestic acicular ferrite pipeline steel of X70 grade. Its microstructure analysis was p... This paper introduced the research and development of large-diameter SSAW pipes applied to West-East Pipeline project as well as domestic acicular ferrite pipeline steel of X70 grade. Its microstructure analysis was performed in comparison with the pipeline steel of a foreign steel plant (SPC). This paper introduced the research of welding procedures prior to SSAW pipe making and some new procedures and technologies used for West-East Pipeline Project, and appraised the practical level of Large-diameter SSAW pipe applied to the West-East Pipeline Project. 展开更多
关键词 西气东输 SSAW 工业化 SPC 大直径管
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Advances in Compact Manufacturing for Shape and Performance Controllability of Large-scale Components-A Review 被引量:4
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作者 QIN Fangcheng LI Yongtang +1 位作者 QI Huiping JU Li 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2017年第1期7-21,共15页
Research on compact manufacturing technology for shape and performance controllability of metallic components can reanze the simplification and high-reliability of manufacturing process on the premise of satisfying th... Research on compact manufacturing technology for shape and performance controllability of metallic components can reanze the simplification and high-reliability of manufacturing process on the premise of satisfying the requirement of macro/micro-structure. It is not only the key paths in improving performance, saving material and energy, and green manufacturing of components used in major equipments, but also the challenging subjects in frontiers of advanced plastic forming. To provide a novel horizon for the manufacturing in the critical components is significant. Focused on the high-performance large-scale components such as bearing rings, flanges, railway wheels, thick-walled pipes, etc, the conventional processes and their developing situations are summarized. The existing problems including multi-pass heating, wasting material and energy, high cost and high-emission are discussed, and the present study unable to meet the manufacturing in high-quality components is also pointed out. Thus, the new techniques related to casting-rolling compound precise forming of rings, compact manufacturing for duplex-metal composite rings, compact manufacturing for railway wheels, and casting-extruding continuous forming of thick-walled pipes are introduced in detail, respectively. The corresponding research contents, such as casting ring blank, hot ring rolling, near solid-state pressure forming, hot extruding, are elaborated. Some findings in through-thickness microstructure evolution and mechanical properties are also presented. The components produced by the new techniques are mainly characterized by fine and homogeneous grains. Moreover, the possible directions for fin'ther development of those techniques are suggested. Finally, the key scientific problems are first proposed. All of these results and conclusions have reference value and guiding significance for the integrated control of shape and performance in advanced compact manufacturing. 展开更多
关键词 compact manufacturing shape and performance controllability HIGH-PERFORMANCE ring parts thick-walled pipes
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Analysis on the Structural Type of Large-span Steel Truss Bridge Spe­cially Designed for Cables
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作者 Xipeng Gao Xiwei He 《Journal of Building Material Science》 2021年第1期9-14,共6页
When the installation of cables and pipelines needs to go across rivers,bridges are usually adopted to support the cables and pipelines for crossing the rivers.The measure can make full use of the space resources and ... When the installation of cables and pipelines needs to go across rivers,bridges are usually adopted to support the cables and pipelines for crossing the rivers.The measure can make full use of the space resources and have no effect on the flow pattern of rivers.For this reason,analysis on the structural-type design of a large-span steel truss bridge specially used for cables has been performed.The numerical results indicate that the stayed-cable bridge with steel truss beam and concrete main tower has better performance and improved structural type caparisoned with that of the beam and arch bridges,and the construction of the major beam can be without the temporary support. 展开更多
关键词 large span Steel truss CABLE pipe bridge DESIGN
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高填方大直径钢波纹管涵变形机制与控制技术研究 被引量:1
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作者 郜新军 包建新 +2 位作者 张浩 周同和 殷继虎 《沈阳建筑大学学报(自然科学版)》 CAS 北大核心 2024年第1期10-19,共10页
目的 研究高填方大直径钢波纹管涵变形机制与控制技术,解决其结构变形过大的问题。方法 基于管道压缩变形公式,提出在管涵两侧一定范围内填筑水泥土材料的新技术;通过室内试验确定水泥土材料中最优水泥质量分数,再基于数值模拟和现场试... 目的 研究高填方大直径钢波纹管涵变形机制与控制技术,解决其结构变形过大的问题。方法 基于管道压缩变形公式,提出在管涵两侧一定范围内填筑水泥土材料的新技术;通过室内试验确定水泥土材料中最优水泥质量分数,再基于数值模拟和现场试验分析采用新技术施工的管涵结构的受力及变形特征及其上部竖向土压力分布规律,确定最优管侧填筑范围。结果 新填筑技术能充分利用水泥土的刚度限制管涵的变形,当管涵两侧2/3管径范围内采用水泥质量分数为8%水泥土回填时,管涵的最大竖向及水平变形分别减少了35.1%和55.0%,结构最大应力也由管顶处转移至管涵上部45°附近,受力更为合理。结论 新填筑技术使管涵更好地与周围土体逐步变形协调,产生荷载重分布形成土拱效应,将管顶土压力由管中心向管边缘处转移,有效减小了钢波纹管涵结构变形和应力集中。 展开更多
关键词 高填方路基 大直径钢波纹管涵 填筑施工 设计参数优化 变形控制
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复合扩管式锚索恒阻器的研发与试验研究
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作者 贾后省 张志明 +4 位作者 刘少伟 王林 江文渊 彭博 付孟雄 《煤炭学报》 EI CAS CSCD 北大核心 2024年第6期2604-2614,共11页
深部高应力、软弱围岩、强烈采动影响等条件下的巷道围岩频繁出现大变形,此类围岩大变形支护可控性普遍较差,常规锚索因其较低的延伸率无法适应巷道大变形而大量破断或锚固失效,导致巷道出现冒顶隐患。针对此类问题,研发了一种与常规锚... 深部高应力、软弱围岩、强烈采动影响等条件下的巷道围岩频繁出现大变形,此类围岩大变形支护可控性普遍较差,常规锚索因其较低的延伸率无法适应巷道大变形而大量破断或锚固失效,导致巷道出现冒顶隐患。针对此类问题,研发了一种与常规锚索配合使用的复合扩管式恒阻器,其结构主要由止进端盖、扩径管、一体式托盘和锥式锁具组成,通过锥式锁具克服扩径管“扩胀—摩削”所产生的近似恒定的复合阻力,实现围岩大变形过程中的锚索支护阻力恒定,通过理论分析、数值模拟和静力拉伸试验等综合研究方法,系统分析和试验了复合扩管式恒阻器的力学特性和工作稳定性,掌握了该恒阻器扩径增量、锁具锥角对扩径管变形及恒阻器复合阻力的影响规律。试验结果表明:恒阻器复合阻力主要分为阻力快升段和近恒定阻力段2个过程,且近恒定阻力段作为主要阶段达到试验全程的85%~90%;锁具锥角、扩径增量直接影响了扩径管变形及恒阻器力学特性,锁具锥角小于20°时,扩径管变形均匀且恒阻器复合阻力发挥稳定,而扩径增量则决定了恒阻器复合阻力的大小,可通过调整扩径增量获取需要的锚索恒阻力;Ф17.8 mm锚索条件下,当锁具锥角为15°、扩径增量为5 mm时,恒阻器恒定阻力约为265.92 kN,Ф21.8 mm锚索条件下,当锁具锥角为15°,扩径增量为8 mm时,恒阻器恒定阻力约为424.15 kN,且工作状态稳定可靠,可较好的符合大变形巷道的恒阻支护要求。此外,该恒阻器还具有工作稳定性强、恒阻行程及阻力可调、结构简单、安装便捷等特点,是大变形巷道围岩控制技术的有效补充。 展开更多
关键词 大变形巷道 复合扩管 锚索恒阻 拉伸试验
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大型岔管内螺旋流涡带数值分析研究
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作者 申艳 姜姿云 +3 位作者 杨利 宋蕊香 王薇 郭苗 《水利学报》 EI CSCD 北大核心 2024年第7期827-837,共11页
岔管部件广泛应用于常规水电站、抽水蓄能电站等重要水力发电工程。大型岔管(D主≥6 m)由于岔管外形,肋板结构及内部流态三因素耦合可能导致螺旋流涡带,其对岔管的水力损失具有不可忽略的消极后果。本文基于经典k-ε湍流模型联合考虑实... 岔管部件广泛应用于常规水电站、抽水蓄能电站等重要水力发电工程。大型岔管(D主≥6 m)由于岔管外形,肋板结构及内部流态三因素耦合可能导致螺旋流涡带,其对岔管的水力损失具有不可忽略的消极后果。本文基于经典k-ε湍流模型联合考虑实际岔管材料壁面粗糙率,构建了考虑壁面真实粗糙度的钢岔管内部流态k-ε湍流模型。计算结果与实验数据对比验证了本文构建数值模型的有效性及准确性。随后采用导流叶片策略有效消除了大型岔管内的螺旋流涡带现象。研究结果表明:多导流叶片优化方案可有效减少和消除大型岔管中的螺旋流态,并减少岔管水力损失。具体地,对岔管支管路中不同流量工况,优化后的主管路部分流线分布均匀,最大流速位于岔管支管路弯管(内弯)附近;优化后岔管肋板两端涡旋流态基本消除。对岔管支管流量不均匀工况,支管路内螺旋流涡带流态明显减缓,只存在少量螺旋流态。本文研究结果可对岔管水力优化设计及相近研究领域提供一定参考。 展开更多
关键词 计算流体力学 螺旋流涡带 导流叶片 水力损失 水力优化 数值研究 大型岔管
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基于广义积分变换法海洋温差能大口径冷水管强迫振动分析
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作者 谭健 张理 +3 位作者 王冲 张玉龙 张玉 段梦兰 《振动与冲击》 EI CSCD 北大核心 2024年第5期41-51,102,共12页
复杂多变的海洋工况将诱发大口径冷水管强迫振动,为探明均布载荷、线性变化的静水压力、集中载荷和周期载荷作用下冷水管振动响应机制。基于Euler-Bernoulli梁理论,建立了管道动力学控制方程,采用广义积分变换法,求解了系统强迫振动的... 复杂多变的海洋工况将诱发大口径冷水管强迫振动,为探明均布载荷、线性变化的静水压力、集中载荷和周期载荷作用下冷水管振动响应机制。基于Euler-Bernoulli梁理论,建立了管道动力学控制方程,采用广义积分变换法,求解了系统强迫振动的解析解,并与同伦摄动法相对比,验证了该方法的高精度和有效性,分析了内流、黏弹性耗散系数、阻尼比和质量比对管道振动特性的影响。结果表明:当内流流速对应的振动频率与固有频率接近时,管道将出现动态失稳。增大黏弹性耗散系数、阻尼比和质量比对横向位移的抑制效果呈现依次递减的规律,改变激振位置和激振频率可显著改变管道横向位移。该研究成果可对冷水管的初期设计提供一定的指导作用。 展开更多
关键词 海洋温差能 大口径冷水管 广义积分变换法(GITT) 强迫振动 参数分析 振动特性
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大型地埋管群地源热泵三维传热-渗流耦合模拟
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作者 王洋 张丰收 +1 位作者 鲁克文 孙婉 《太阳能学报》 EI CAS CSCD 北大核心 2024年第4期302-310,共9页
为确定地下水渗流对大尺度、多分支埋管集群地源热泵系统换热区温度场和换热特性的影响,基于上海天文馆880个地埋管地源热泵场地,建立考虑地下水渗流和地质分层的三维传热-渗流耦合模型,并利用现场热响应试验对模型进行验证。结果表明:... 为确定地下水渗流对大尺度、多分支埋管集群地源热泵系统换热区温度场和换热特性的影响,基于上海天文馆880个地埋管地源热泵场地,建立考虑地下水渗流和地质分层的三维传热-渗流耦合模型,并利用现场热响应试验对模型进行验证。结果表明:渗流作用引起管群内和支管群之间沿地下水流动方向发生温度干扰,89.5~120.3 m埋深范围内的温度干扰现象相对明显;地下水渗流有利于提高管群的换热总量,缩小夏季和冬季工况的换热量差距;换热量增加百分比随水力梯度的增加而增大,两者呈对数函数关系,当水力梯度大于0.005时,换热量增加百分比趋于平稳。 展开更多
关键词 地热能 地源热泵 地下水渗流 大型管群 数值模拟
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高耐久性大管桩混凝土配制技术与应用
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作者 王成启 张兆民 《水运工程》 2024年第10期27-32,共6页
为了提高大管桩混凝土的耐久性,开展高耐久性大管桩混凝土配制技术试验研究与应用。在传统大管桩混凝土配合比的基础上,采用矿渣粉改善混凝土的性能,通过复掺矿渣粉与硬石膏保证大管桩混凝土的脱模强度,对各配合比的混凝土进行维勃稠度... 为了提高大管桩混凝土的耐久性,开展高耐久性大管桩混凝土配制技术试验研究与应用。在传统大管桩混凝土配合比的基础上,采用矿渣粉改善混凝土的性能,通过复掺矿渣粉与硬石膏保证大管桩混凝土的脱模强度,对各配合比的混凝土进行维勃稠度、抗压强度、电通量和扩散系数试验,并采用室内试验确定的混凝土配合比进行生产应用。结果表明,单掺矿渣粉明显改善了大管桩混凝土耐久性,但会导致大管桩脱模强度降低;采用石膏粉和矿渣粉复合可明显提升大管桩混凝土脱模强度,并具有良好的耐久性。采用高耐久性大管桩混凝土配合比生产的大管桩管节外观质量良好,混凝土抗压强度等级达到C70,电通量小于800 C,具有较高的耐久性。 展开更多
关键词 高耐久性 大管桩 脱模强度 电通量
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基于神经网络预测方法的智能化高精度大型钢管高速托辊机构研究
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作者 曲延涛 杨风艳 +2 位作者 辛培刚 王增波 杨富广 《智能物联技术》 2024年第4期25-31,共7页
大型钢管高速托辊机构在工作过程中受管节点偏心、滑动摩擦等不确定因素的影响,会使得主管转动距离与胶轮转动距离存在一定偏差。这种偏差给实际工程施工带来一定困难。对此,采用商用软件ANSYS中的Transient Structural模块建立基于某... 大型钢管高速托辊机构在工作过程中受管节点偏心、滑动摩擦等不确定因素的影响,会使得主管转动距离与胶轮转动距离存在一定偏差。这种偏差给实际工程施工带来一定困难。对此,采用商用软件ANSYS中的Transient Structural模块建立基于某大型钢管高速托辊机构的有限元模型,通过仿真计算研究转动过程中主管和胶轮的运动特性,获得对应的旋转角度、旋转距离以及距离偏差,采用径向基神经网络方法对主管和胶轮旋转的偏差进行预测对比分析。研究结果表明,所建立的径向基神经网络方法能够很好地预测主管和胶轮旋转的转动距离偏差,能够为大型钢管高速托辊机构上主管与胶轮距离偏差的计算提供一定的参考。 展开更多
关键词 大型钢管高速托辊机构 径向基神经网络 转动偏差
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基于RANS/LES混合方法的三维L型弯管流场特性数值模拟
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作者 陈喆 仝哲 +1 位作者 韩盼盼 尤云祥 《船舶工程》 CSCD 北大核心 2024年第6期138-143,152,共7页
L型弯管是船用典型部件,可实现流体质量输运和热量交换等功能。由于弯曲段曲率的影响,其内部流动十分复杂。传统的雷诺平均方法(RANS)无法模拟弯曲段的复杂流动,而大涡模拟方法(LES)则计算量太大。为此,采用RANS/LES混合方法对经典L型... L型弯管是船用典型部件,可实现流体质量输运和热量交换等功能。由于弯曲段曲率的影响,其内部流动十分复杂。传统的雷诺平均方法(RANS)无法模拟弯曲段的复杂流动,而大涡模拟方法(LES)则计算量太大。为此,采用RANS/LES混合方法对经典L型弯管进行数值模拟研究,该方法在近壁面区域采用RANS方法,在湍流核心区采用LES方法,不仅可保持模拟精度,而且网格需求量较低更适用于工程应用。针对商软中的2类RANS/LES方法——脱体涡方法(IDDES)及应力混合涡模拟(SBES)方法,比较分析其在L型弯管内部流场仿真方面的优劣,并同时考虑流向曲率修正的影响。结果表明:SBES方法对弯管内二次流(迪恩涡)的预测能力优于IDDES方法,且曲率修正模型可进一步改善SBES方法的仿真结果。 展开更多
关键词 雷诺平均/大涡模拟混合方法 L型弯管 流向曲率修正 脱体涡方法 应力混合涡模拟
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大跨度料场封闭结构设计问题探讨
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作者 张渊 陶勇 +1 位作者 郭恒 吴晓龙 《天津建设科技》 2024年第3期71-74,共4页
针对大跨度料场封闭结构设计中的关键问题,对预应力管桁架弧段的模拟、节点分析、等效风荷载取值等进行了研究并给出建议。
关键词 大跨度料场 预应力管桁架 封闭结构
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高陡边坡变截面桩基础受力性能研究
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作者 张丽娟 马会超 +1 位作者 马一丹 王文明 《低温建筑技术》 2024年第4期45-49,共5页
高陡边坡中输电塔大直径钢管直桩基础存在材料浪费、经济型较差的问题,使用阶梯变截面桩基础可有效提高基础的经济性、降低施工难度。文中采用ABAQUS软件分别建立45°边坡的变截面桩及直桩精细化有限元模型,在相同下压工况下,以最... 高陡边坡中输电塔大直径钢管直桩基础存在材料浪费、经济型较差的问题,使用阶梯变截面桩基础可有效提高基础的经济性、降低施工难度。文中采用ABAQUS软件分别建立45°边坡的变截面桩及直桩精细化有限元模型,在相同下压工况下,以最大应力和最大位移为分析对象,对变截面桩和直桩进行对比。研究发现,在软土地区45°边坡条件下,变截面桩和等截面桩最大拉应力值均符合强度要求,最大位移和钢筋笼最大应力相差很小,变截面桩可以代替直桩;在硬土地区45°边坡条件下,变截面桩和等截面桩最大拉应力值均符合强度要求,最大位移和钢筋笼最大应力相差很小,变截面桩可以代替直桩。研究成果可为阶梯变截面桩在高陡边坡输电塔中应用提供一定的借鉴与参考。 展开更多
关键词 变截面桩 等截面桩 大直径钢管桩
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层状地基中海洋大直径管桩水平动力响应分析 被引量:1
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作者 林浩 郑长杰 丁选明 《岩土力学》 EI CAS CSCD 北大核心 2024年第6期1873-1883,共11页
考虑桩−海水−层状土相互作用,研究了水平动荷载作用下层状地基中海洋大直径管桩的动力响应特性。将海水视为无黏性可压缩流体介质建立桩周、桩芯海水的运动方程,通过分离变量法并结合海水的边界条件求得桩周、桩芯海水作用在管桩上的动... 考虑桩−海水−层状土相互作用,研究了水平动荷载作用下层状地基中海洋大直径管桩的动力响应特性。将海水视为无黏性可压缩流体介质建立桩周、桩芯海水的运动方程,通过分离变量法并结合海水的边界条件求得桩周、桩芯海水作用在管桩上的动水压力。将海床土体视为黏弹性介质并考虑其成层非均质性,利用微分变化并结合土体振动边界条件解得桩周、桩芯土体作用在管桩上的水平抗力。进而根据各桩段上水平力的平衡建立管桩控制方程,利用传递矩阵法并结合桩身的连续条件以及桩顶、桩底的边界条件,得到层状海床土中海洋大直径管桩的水平动力响应解析解,给出了桩顶位移解析表达式。将所得解与有限元模拟结果以及退化解与已有文献解进行对比,验证了本研究计算方法的合理性。并基于所得解分析了管桩−海水−层状土系统水平动力响应对动水压力、水深、土体模量、土层厚度等关键参数的敏感性。 展开更多
关键词 桩顶位移 海洋大直径管桩 水平振动特性 桩芯海水 层状海床地基
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