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Finite element modelling and experimental investigation of the impact of filling different materials in copper tubes during 3D free bending process 被引量:15
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作者 Xunzhong GUO Xuan CHENG +3 位作者 Yong XU Jie TAO Ali ABD EL-ATY Hai LIU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2020年第2期721-729,共9页
3D free bending process,an advanced metal forming technology,has attracted much attention due to its unique geometrical flexibility and efficiency.Filling tubes with materials may effectively reduce the distortion in ... 3D free bending process,an advanced metal forming technology,has attracted much attention due to its unique geometrical flexibility and efficiency.Filling tubes with materials may effectively reduce the distortion in the cross-section area and restrain wrinkling and collapse of tube wall.In the present study,the impacts of filling different materials on the copper tubes during 3D free bending process were investigated.We have found that copper tubes filled with low melting point alloys could induce the most uniform stress distribution,which result in better formability and moderate thickness changing rates when compared to SS304 steel balls and PU rubbers.The lowest ellipticity reached to 1.467%. 展开更多
关键词 3D free bendING ELLIPTICITY FILLING bendING FINITE ELEMENT modelling Force model Thickness
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Simulation of subcritical flow pattern in 180° uniform and convergent open-channel bends using SSIIM 3-D model 被引量:1
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作者 Rasool GHOBADIAN Kamran MOHAMMADI 《Water Science and Engineering》 EI CAS 2011年第3期270-283,共14页
In meandering rivers, the flow pattern is highly complex, with specific characteristics at bends that are not observed along straight paths. A numerical model can be effectively used to predict such flow fields. Since... In meandering rivers, the flow pattern is highly complex, with specific characteristics at bends that are not observed along straight paths. A numerical model can be effectively used to predict such flow fields. Since river bends are not uniform-some are divergent and others convergent-in this study, after the SSIIM 3-D model was calibrated using the result of measurements along a uniform 180° bend with a width of 0.6 m, a similar but convergent 180v bend, 0.6 m to 0.45 m wide, was simulated using the SSI1M 3-D numerical model. Flow characteristics of the convergent 180° bend, including lengthwise and vertical velocity profiles, primary and secondary flows, lengthwise and widtbwise slopes of the water surface, and the helical flow strength, were compared with those of the uniform 180° bend. The verification results of the model show that the numerical model can effectively simulate the flow field in the uniform bend. In addition, this research indicates that, in a convergent channel, the maximum velocity path at a plane near the water surface crosses the channel's centerline at about a 30° to 40° cross-section, while in the uniform bend, this occurs at about the 50° cross-section. The varying range of the water surface elevation is wider in the convergent channel than in the uniform one, and the strength of the helical flow is generally greater in the uniform channel than in the convergent one. Also, unlike the uniform bend, the convergent bend exhibits no rotational cell against the main direction of secondary flow rotation at the 135° cross-section. 展开更多
关键词 flow pattern numerical simulation convergent 180° bend SSIIM 3-D model
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Research and Application of Pre-bending Automatic Control Models of 100 m Rail
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作者 包喜荣 刘宇雁 +4 位作者 李革 陈林 王建国 吴章忠 田仲良 《Journal of Shanghai Jiaotong university(Science)》 EI 2012年第4期465-469,共5页
Repeated bending occurs toward the direction of rail head and rail base during the cooling which can lead to significant bending deformation and residual stress after cooling.The longer the rail is,the more obvious th... Repeated bending occurs toward the direction of rail head and rail base during the cooling which can lead to significant bending deformation and residual stress after cooling.The longer the rail is,the more obvious this phenomenon is.In addition to cooling function,a kind of cooling bed with a pre-bending process is used in order to solve this problem on 100 m rail.The synchronous movements on this cooling bed can be realized by the automatic control system after establishing the mathematical model of bending deformation after rolling.The rail is reversely bent toward the rail base before cooling according to the pre-bending control of the pre-bending curve and is straight after cooling,which can realize the control of the residual stress after pre-bending and straightening.The straightening residual stress is significantly reduced after the pre-bending. 展开更多
关键词 long rail pre-bending mathematical model
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Assessment of water depth change patterns in 120° sharp bend using numerical model
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作者 Azadeh Gholami Hossein Bonakdari Ali Akbar Akhtari 《Water Science and Engineering》 EI CAS CSCD 2016年第4期336-344,共9页
In this study,FLUENT software was employed to simulate the flow pattern and water depth changes in a 120° sharp bend at four discharge rates.To verify the numerical model,a 90° sharp bend was first modeled w... In this study,FLUENT software was employed to simulate the flow pattern and water depth changes in a 120° sharp bend at four discharge rates.To verify the numerical model,a 90° sharp bend was first modeled with a three-dimensional numerical model,and the results were compared with available experimental results.Based on the numerical model validation,a 120° bend was simulated.The results show that the rate of increase of the water depth at the cross-section located 40 cm before the bend,compared with the cross-sections located 40 cm and 80 cm after the bend,decreases with the increase of the normal water depth in the 120° curved channel.Moreover,with increasing normal water depth,the dimensionless water depth change decreases at all cross-sections.At the interior cross-sections of the bend,the transverse water depth slope of the inner half-width is always greater than that of the outer half-width of the channel.Hence,the water depth slope is nonlinear at each crosssection in sharp bends.Two equations reflecting the relationships between the maximum and minimum dimensionless water depths and the normal water depth throughout the channel were obtained. 展开更多
关键词 WATER DEPTH CHANGE 120sharp bend Experimental model Numerical model Discharge rate Normal WATER DEPTH FLUENT software
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FEM equivalent model for press bend forming of aircraft integral panel 被引量:14
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作者 阎昱 万敏 王海波 《中国有色金属学会会刊:英文版》 EI CSCD 2009年第2期414-421,共8页
An original plastic equivalent model was proposed to solve the problem of excessive FEM simulation time when designing the press bend forming path and optimizing the process parameters of press bend forming of the int... An original plastic equivalent model was proposed to solve the problem of excessive FEM simulation time when designing the press bend forming path and optimizing the process parameters of press bend forming of the integrally stiffened aircraft panels. Based on the in-depth analysis of the mechanics of the bending and springback of the detailed model and the equivalent model of the integral panels,the plastic equivalent model of the virtual material with special initial yield stress and hardening coefficients was constructed. FEM results indicate that the objective of getting the similar contour with the same press bend forming path is achieved with the error less than 6%,and the efficiency of FEM simulation is improved by more than 80%. The plastic equivalent model is valuable and essential for the further research on the press bend forming process of large scale complicated integral panels. 展开更多
关键词 弯曲成形 有限元模型 飞机 有限元模拟 等效模型 组成 优化工艺参数 成形路径
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Numerical modeling of flow in continuous bends from Daliushu to Shapotou in Yellow River 被引量:2
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作者 He-fang JING Chun-guang LI +2 位作者 Ya-kun GUO Li-jun ZHU Yi-tian LI 《Water Science and Engineering》 EI CAS CSCD 2014年第2期194-207,共14页
The upper reach of the Yellow River from Daliushu to Shapotou consists of five bends and has complex topography. A two-dimensional Re-Normalisation Group (RNG) k-ε model was developed to simulate the flow in the re... The upper reach of the Yellow River from Daliushu to Shapotou consists of five bends and has complex topography. A two-dimensional Re-Normalisation Group (RNG) k-ε model was developed to simulate the flow in the reach. In order to take the circulation currents in the bends into account, the momentum equations were improved by adding an additional source term. Comparison of the numerical simulation with field measurements indicates that the improved two-dimensional depth-averaged RNG k-e model can improve the accuracy of the numerical simulation. A rapid adaptive algorithm was constructed, which can automatically adjust Manning's roughness coefficient in different parts of the study river reach. As a result, not only can the trial computation time be significantly shortened, but the accuracy of the numerical simulation can also be greatly improved. Comparison of the simulated and measured water surface slopes for four typical cases shows that the longitudinal and transverse slopes of the water surface increase with the average velocity upstream. In addition, comparison was made between the positions of the talweg and the main streamline, which coincide for most of the study river reach. However, deviations between the positions of the talweg and the main streamline were found at the junction of two bends, at the position where the river width suddenly decreases or increases. 展开更多
关键词 numerical simulation RNG k-e model Yellow River continuous bend circulationflow adaptive algorithm regarding Manning's roughness coefficient
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Analysis of Error Caused by Replacing Spherical Shell with an Elastic Plate Model in Studying Bending Deformation of the Lithosphere
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作者 Wu Hongling Institute of Geomechanics, Chinese Academy of Geological Sciences, Beijing 100081 Wang Ren Center for Geodynamics Research, Peking University, Beijing 100871 《Journal of Earth Science》 SCIE CAS CSCD 1998年第2期3-7,共5页
To study the bending deformation of the lithosphere, the simplification of replacing a spherical shell by a plate model is usually made. Based on the differential equations for the bending of plates and shallow spheri... To study the bending deformation of the lithosphere, the simplification of replacing a spherical shell by a plate model is usually made. Based on the differential equations for the bending of plates and shallow spherical shells, an expression for the error caused by such a simplification is derived in this paper. The effect of model sizes on the error is discussed. It is proved that if we replace the shallow spherical shell by a plate model to solve the bending deformation of lithospheric plate, a large error will be caused. In contrast, if we use a plate on an elastic foundation instead, an approximate solution closer to that of spherical shell can be obtained. In such a way, the error can be reduced effectively and the actual geological condition can be modeled more closely. 展开更多
关键词 plate model spherical shell model earth curvature bending deformation of lithosphere.
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基于随机森林和梯度提升树的双金属复合管材弯曲壁厚减薄率预测模型研究
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作者 朱英霞 元琛 +2 位作者 王磊 陈炜 许江平 《精密成形工程》 北大核心 2026年第3期184-193,共10页
目的通过机器学习方法构建工艺参数与壁厚减薄率之间的映射关系,建立弯管壁厚减薄率高精度预测模型,为缺陷的有效预测提供数据驱动解决方案。方法首先,以直径、弯曲程度等6项工艺参数为变量设计仿真方案,并进行实验验证,建立数据库来源... 目的通过机器学习方法构建工艺参数与壁厚减薄率之间的映射关系,建立弯管壁厚减薄率高精度预测模型,为缺陷的有效预测提供数据驱动解决方案。方法首先,以直径、弯曲程度等6项工艺参数为变量设计仿真方案,并进行实验验证,建立数据库来源。其次,分别建立随机森林(RandomForest,RF)与梯度提升回归树(GradientBoostingRegressionTree,GBRT)2种机器学习模型。最后,对比分析训练样本量(N=100~808)对2种机器模型泛化性能的影响规律。结果在中等样本量(N=400)下,2种机器模型的预测性能达到最优。其中,GBRT模型测试集决定系数(R^(2))高达0.9769,方差贡献率(VAF)为97.69%,均方根误差(RMSE)和平均绝对误差(MAE)分别低至0.3470和0.1759,所有性能指标均显著优于同等条件下的RF模型的性能指标(R^(2)=0.9229,VAF=92.36,RMSE=0.6335,MAE=0.3638)。当样本量超过400后,2种机器模型均出现预测性能饱和甚至衰减的趋势。采用训练区间之外的工艺参数进行GBRT模型预测精度验证,发现其平均预测误差小于7%。结论构建的GBRT预测模型能够高精度、高效率地映射双金属复合管弯曲工艺参数与壁厚减薄率之间的复杂非线性关系,验证了机器学习方法在该领域替代或辅助传统有限元分析的可行性。 展开更多
关键词 双金属复合管 弯曲 壁厚减薄 机器学习 预测模型
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三点弯曲条件下含界面缺陷层状岩体裂纹扩展研究
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作者 闻磊 王泽峰 +5 位作者 潘伟民 王祖光 张飞 于俊红 石召龙 杨治刚 《有色金属(矿山部分)》 2026年第1期149-162,共14页
以含界面裂纹层状岩石相似材料试样为研究对象,结合高速摄像及DIC分析方法,进行界面裂纹不同偏置距离下的三点弯曲试验,并采用FEM-CZM方法进行对应的数值模拟研究,探讨试样断裂模式、裂纹扩展过程与演化机理、应力强度因子及层状岩体断... 以含界面裂纹层状岩石相似材料试样为研究对象,结合高速摄像及DIC分析方法,进行界面裂纹不同偏置距离下的三点弯曲试验,并采用FEM-CZM方法进行对应的数值模拟研究,探讨试样断裂模式、裂纹扩展过程与演化机理、应力强度因子及层状岩体断裂强度、断裂韧性及断裂能等特性。研究表明,含界面预制裂纹试件的整体断裂过程经历上凹阶段、弹性阶段、非线性破坏等三个阶段,裂纹扩展模式受到岩性分界面偏置量影响显著。B类试件的峰值荷载受偏置量的影响比A类试件更大,在相同偏置量下B组试件的断裂能与断裂韧度均大于A组试件。FEM-CZM数值模拟是含界面裂纹层状岩体断裂分析的有效方法,三点弯曲条件下含界面缺陷层状岩体中的拉应力集中导致裂纹的萌生和扩展,但不同种类、不同偏置距离试样预制裂纹尖端与裂纹扩展路径上的拉应力值有所差别。 展开更多
关键词 层状岩体 界面裂纹 三点弯曲试验 数值模拟 内聚力模型
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荷载与碳化共同作用下混凝土碳化区时空演变规律研究
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作者 赵燕茹 李龙 +1 位作者 关鹤 王晓勇 《建筑科学与工程学报》 北大核心 2026年第2期86-96,共11页
为了解决荷载与碳化共同作用下钢筋的锈蚀问题,首先建立了荷载与碳化共同作用下的CO_(2)扩散修正模型,然后引入与混凝土内部CO_(2)浓度相关联的pH模型,阐述了不同碳化时间与荷载水平下混凝土内部pH值的变化规律,并基于pH值划分混凝土的... 为了解决荷载与碳化共同作用下钢筋的锈蚀问题,首先建立了荷载与碳化共同作用下的CO_(2)扩散修正模型,然后引入与混凝土内部CO_(2)浓度相关联的pH模型,阐述了不同碳化时间与荷载水平下混凝土内部pH值的变化规律,并基于pH值划分混凝土的完全碳化区和部分碳化区范围;最后利用CO_(2)扩散修正模型预测了混凝土内Ca(OH)2、CaCO_(3)的浓度,研究了各物质浓度与部分碳化区深度的对应关系。结果表明:弯曲荷载与碳化共同作用下,随荷载水平增加,受拉区混凝土pH值降低,Ca(OH)2浓度减小,CaCO_(3)浓度增加,碳化反应更加充分,部分碳化区深度减小;混凝土受压区pH值升高,Ca(OH)_(2)浓度增加,CaCO_(3)浓度减小,碳化反应速率降低,导致部分碳化区深度增加,促进了部分碳化区的形成;通过CO_(2)扩散修正模型计算得出pH值为9时对应的碳化深度与酚酞测试得出的碳化深度几乎相等,而pH值为11.5时所对应的深度远大于酚酞测试得出的碳化深度;当钢筋处于pH值小于11.5的区域时将发生锈蚀,因此在工程中将酚酞测试值作为钢筋保护层厚度并不可靠,应保证混凝土的保护层厚度大于pH值为11.5所对应的碳化深度值,才更科学安全。 展开更多
关键词 混凝土碳化 部分碳化区 CO_(2)扩散修正模型 钢筋锈蚀 弯曲荷载 碳化深度 PH值
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Design and Optimization of Press Bend Forming Path for Producing Aircraft Integral Panels with Compound Curvatures 被引量:7
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作者 阎昱 万敏 +1 位作者 黄霖 王海波 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2010年第2期274-282,共9页
In order to find out the optimal press bend forming path in fabricating aircraft integral panels, this article proposes a new method on the basis of the authors' previous work. It is composed of the finite element me... In order to find out the optimal press bend forming path in fabricating aircraft integral panels, this article proposes a new method on the basis of the authors' previous work. It is composed of the finite element method (FEM) equivalent model, the surface curvature analysis, the artificial neural network response surface and the genetic algorithm. The method begins with analyzing the objective's shape curvature to determine the bending position. Then it optimizes the punch travel at each bending position by the following steps: (1) Establish a multi-step press bend forming FEM equivalent model, with which the FEM ex- periments designed with the Taguchi method are performed. (2) Construct a back-propagation (BP) neural network response surface with the data from the FEM experiments. (3) Use the genetic algorithm to optimize the neural network response surface as the objective function. Finally, this method is verified by press bending a complicated double-curvature grid-type stiffened panel and bears out its effectiveness and intrinsic worth in designing the press bend forming path. 展开更多
关键词 press bend forming path equivalent model surface curvature analysis neural network response surface genetic algorithms optimization
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基于股骨三点弯曲工况的骨骼建模简化方法研究
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作者 孙彦彬 李求平 《机械》 2026年第1期66-72,共7页
为了提升骨骼有限元建模的效率并减少仿真求解时间,本文以人体股骨为例,提出了一种基于三点弯曲实验的建模简化方法。首先,采用传统建模手段构建股骨模型,并通过三点弯曲仿真与尸体实验结果对比验证其有效性。随后,分别采用包覆填充与... 为了提升骨骼有限元建模的效率并减少仿真求解时间,本文以人体股骨为例,提出了一种基于三点弯曲实验的建模简化方法。首先,采用传统建模手段构建股骨模型,并通过三点弯曲仿真与尸体实验结果对比验证其有效性。随后,分别采用包覆填充与全局填充方法生成两种简化模型,并对三者进行三点弯曲仿真测试。结果表明:尽管包覆填充方法建模效率较高,但求解速度仍不理想;相比之下,使用全局填充方法建立的模型不仅建模迅速,且具有最短的求解时间,在保持模拟准确性的同时显著降低了计算时间。该方法为骨骼建模提供了高效实用的简化方案。 展开更多
关键词 骨骼建模 有限元分析 生物力学 三点弯曲仿真
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黄河“几字弯”城市低碳创新效率时空差异研究
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作者 段永峰 宋兆鑫 《人民黄河》 北大核心 2026年第4期17-23,共7页
黄河“几字弯”地区被誉为我国北方重要的“能源粮仓”,在“双碳”目标背景下面临传统高耗能产业减排约束和资源型经济转型挑战,亟须通过科技创新推动绿色低碳发展。为给该地区乃至黄河流域生态保护和高质量发展提供参考,以黄河“几字... 黄河“几字弯”地区被誉为我国北方重要的“能源粮仓”,在“双碳”目标背景下面临传统高耗能产业减排约束和资源型经济转型挑战,亟须通过科技创新推动绿色低碳发展。为给该地区乃至黄河流域生态保护和高质量发展提供参考,以黄河“几字弯”地区15个地级市为研究对象、以2012—2022年为研究期,采用优化的四阶段SBM-DEA模型测算各市低碳创新效率,采用Dagum基尼系数、标准差椭圆、引力模型等对黄河“几字弯”城市低碳创新效率时空差异进行探究,并进行了σ收敛和β收敛检验。结果表明:1)2012—2022年黄河“几字弯”城市总体低碳创新效率较低、经历了N形波动,仅中卫和太原两市达到DEA有效,其他地级市未能达到DEA有效;2)黄河“几字弯”城市间低碳创新协同合作较少,区域一体化发展水平较低,低碳创新发展存在“单打独斗”的现象;3)黄河“几字弯”城市低碳创新效率在空间上大致表现为“南高北低”、两极分化,各市存在“追赶”效应,研究期末高效率城市数量增多,但各市间差异仍然较大;4)教育水平的提高对黄河“几字弯”城市低碳创新效率有显著提升作用,而经济发展水平与城镇化率的提高对黄河“几字弯”城市低碳创新效率有抑制作用。针对黄河“几字弯”城市低碳创新存在的问题,提出了相应的建议。 展开更多
关键词 低碳创新效率 四阶段SBM-DEA模型 Dagum基尼系数 引力模型 Β收敛 城市 黄河“几字弯”
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组合代理模型中冠状动脉支架的多目标优化设计
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作者 张珂 王培瑶 +2 位作者 王博涵 朱雨婷 王川 《中国组织工程研究》 北大核心 2026年第26期6752-6759,共8页
背景:经皮冠状动脉介入支架植入主要应用于冠状动脉狭窄的治疗,但当前支架多目标优化方法受限于样本容量约束,在平衡支撑性与柔顺性等关键性能指标时存在预测精度不足的瓶颈,制约了支架优化设计的有效性。目的:提出一种基于组合代理模... 背景:经皮冠状动脉介入支架植入主要应用于冠状动脉狭窄的治疗,但当前支架多目标优化方法受限于样本容量约束,在平衡支撑性与柔顺性等关键性能指标时存在预测精度不足的瓶颈,制约了支架优化设计的有效性。目的:提出一种基于组合代理模型的冠状动脉支架多目标优化设计方法。方法:构建血管支架三维参数化模型,通过有限元仿真建立力学响应数据库。采用动态权重融合策略,整合Kriging模型全局优化特性与径向基函数模型代理模型局部非线性表征优势,基于20组初始样本构建组合代理模型,应用非支配排序遗传算法Ⅱ进行参数空间寻优。结果与结论:实验结果表明,组合代理模型在有限样本下展现出显著优势,支架的径向刚度倒数预测决定系数达0.9742,较单一模型组提升4.4%的精度,验证了组合代理模型在有限样本下的高效建模能力;支架的弯曲刚度预测精度较单一径向基函数模型代理模型组提升4.4%。优化后支架性能实现双目标协同优化,组合代理模型组支架的径向刚度倒数较Kriging模型组和单一径向基函数模型代理模型组分别降低13.92%和9.57%,支架的弯曲刚度较Kriging模型组和单一径向基函数模型代理模型组分别优化了0.38%和2.56%。研究提出的组合代理模型突破了传统单一模型的性能局限,为冠状动脉支架的“刚性-柔性”协同优化提供了低成本、高精度的解决方案。 展开更多
关键词 冠状动脉支架 组合代理模型 多目标优化 有限元分析 生物力学 优化方法 径向刚度 弯曲刚度 KRIGING模型 径向基函数
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Forming Characteristics of Al-alloy Large-diameter Thin-walled Tubes in NC-bending Under Axial Compressive Loads 被引量:7
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作者 闫晶 杨合 +1 位作者 詹梅 李恒 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2010年第4期461-469,共9页
Tube thinning control without wrinkling occurring is a key problem urgently to be solved for improving the forming qualities in numerical control (NC) bending processes of large-diameter Al-alloy thin-walled tubes ... Tube thinning control without wrinkling occurring is a key problem urgently to be solved for improving the forming qualities in numerical control (NC) bending processes of large-diameter Al-alloy thin-walled tubes (AATTs). It may be a way solving this problem to exert axial compression loads (ACL) on the tube end in the bending. Thus, this article establishes a three-dimensional (3D) elastic-plastic explicit finite element (FE) model for the bending under ACL and has its reliability verified. Through a multi-index orthogonal experiment design, a combination of process parameters, each expressed by a proper range, for this FE model is derived to overcome the compression instability on tube ends. By combining the FE model with a wrinkling energy prediction model, an in-depth study is conducted on the forming characteristics of large-diameter AATTs with small bending radii and it can be concluded that (1) The larger the tube diameters and the smaller the bending radii, the larger the induced tangent tension stress zones on tube intrados, by which the tube maximum tangent compression stress zones will be partitioned in the bending processes; thus, the smaller the ACL roles in decreasing thinning degrees and the larger the compression instability possibilities on tube ends. (2) The tube wrinkling possibilities under ACL are larger than without ACL acting in the earlier forming periods, and smaller in the later ones. (3) For the tubes with a size factor less than 80, the ACL roles in decreasing thinning degrees are stronger than in increasing wrinkling possibilities. 展开更多
关键词 numerical control systems bendING FORMING axial compression finite element modeling large-diameter Al-alloy thin-walled tubes
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热塑性增强柔性复合管道弯曲性能的理论和实验研究
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作者 张晨 娄敏 +3 位作者 王阳阳 王磊 吴斌 邵雨轩 《船舶力学》 北大核心 2026年第2期282-294,共13页
准确的弯曲刚度和损伤模式预测对于深入了解热塑性增强柔性管道(RTP)的弯曲力学行为具有重要意义。目前,复合材料柔性管弯曲分析模型多采用二维理论模型或基于Lekhnitskii应力函数对其三维应力状态进行简化,难以精确预测RTP在弯曲工况... 准确的弯曲刚度和损伤模式预测对于深入了解热塑性增强柔性管道(RTP)的弯曲力学行为具有重要意义。目前,复合材料柔性管弯曲分析模型多采用二维理论模型或基于Lekhnitskii应力函数对其三维应力状态进行简化,难以精确预测RTP在弯曲工况下各层的应力分布及初始损伤临界点。本文首先针对RTP在弯曲工况下的截面形状进行几何分析,据此建立了各层截面变形的参数化表征方法,同时考虑材料的非线性刚度退化建立了RTP的三维本构关系,结合虚功原理构建了RTP弯曲力学性能分析模型。通过四点弯曲试验验证理论模型的合理性,并分析了初始椭圆度及缠绕角度对RTP弯曲刚度的影响规律。结果表明,实验结果与理论模型计算结果吻合度较高,RTP的弯曲刚度主要受缠绕角度的影响,初始椭圆度的影响较小。 展开更多
关键词 纤维增强柔性管 理论分析模型 弯曲性能 截面变形
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6082-T4铝合金各向异性本构模型与防撞梁压弯成形分析
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作者 刘展瑞 孟德建 +1 位作者 张世祯 高云凯 《塑性工程学报》 北大核心 2026年第1期112-120,共9页
为提高铝合金在压弯工艺中的成形精度,以6082-T4铝合金为研究对象,进行各向异性本构模型开发与压弯成形分析。首先,对沿轧制方向不同角度的试样进行单轴拉伸试验,确定了Barlat′s Yld2000-2d各向异性参数,编写了VUMAT子程序,并结合ABAQU... 为提高铝合金在压弯工艺中的成形精度,以6082-T4铝合金为研究对象,进行各向异性本构模型开发与压弯成形分析。首先,对沿轧制方向不同角度的试样进行单轴拉伸试验,确定了Barlat′s Yld2000-2d各向异性参数,编写了VUMAT子程序,并结合ABAQUS软件进行了有限元模拟。其次,对6082-T4铝合金型材的压弯过程进行数值模拟,采用迭代补偿方法确保防撞梁回弹后的尺寸与指定的设计目标尺寸相匹配。最后,对压弯试制后的防撞梁回弹值进行了测量。结果表明,回弹值的试验值与模拟值一致性较好,证明Yld2000-2d模型具有较好的材料力学性能预测能力;经迭代补偿后的防撞梁几何轮廓与设计目标高度一致,验证了该方法在复杂型材成形中的有效性。 展开更多
关键词 6082-T4铝合金 各向异性 本构模型 防撞梁 压弯成形
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风电机组齿轮箱滑动轴承缩比试验台
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作者 张凯 龙灿 +2 位作者 刘河 张成旭 冯凯 《轴承》 北大核心 2026年第4期80-93,共14页
滑动轴承代替滚动轴承可大幅提高风电机组齿轮箱的扭矩密度,是风电机组齿轮箱的重要发展趋势。针对风电机组齿轮箱滑动轴承低速、重载、承受弯矩等工况特点,首次设计搭建了一种可实现径向载荷与弯矩耦合加载,支持轴承温度、油膜压力和... 滑动轴承代替滚动轴承可大幅提高风电机组齿轮箱的扭矩密度,是风电机组齿轮箱的重要发展趋势。针对风电机组齿轮箱滑动轴承低速、重载、承受弯矩等工况特点,首次设计搭建了一种可实现径向载荷与弯矩耦合加载,支持轴承温度、油膜压力和油膜厚度等多物理量同步测量的风电机组齿轮箱滑动轴承缩比试验台,为风电机组齿轮箱滑动轴承在复杂工况下的性能测试方法研究及试验台设计提供参考。基于该试验台,系统研究了转速、径向载荷和弯矩对滑动轴承润滑与摩擦性能的影响规律:转速升高利于滑动轴承油膜建立与承载能力提升,但会导致轴承温升加快;径向载荷增大使最小油膜厚度减小,油膜承载状态发生转变,摩擦力矩及温升显著升高,润滑状态由全膜润滑逐渐向混合润滑转变;弯矩导致轴承偏载和油膜分布不均,摩擦力矩和温升升高,过大弯矩将削弱轴承运行稳定性。 展开更多
关键词 滑动轴承 风力发电机组 齿轮箱 缩比模型试验 弯矩 摩擦 最小油膜厚度
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基于ABAQUS的电缆扭弯成形工艺有限元模拟分析
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作者 姚连松 钱胜 +3 位作者 魏宝石 姚东 龚正 曹建华 《机械工程与自动化》 2026年第2期73-76,共4页
针对光伏电站电缆铺设过程中传统手工矫直工作效率低和成形困难等问题,对光伏电缆结构进行分析,探究了电缆扭弯成形机理,以典型的NH-VV三芯电力电缆为例,基于ABAQUS构建电缆扭弯成形工艺有限元模型,研究其在扭转和弯曲变形模式下的应力... 针对光伏电站电缆铺设过程中传统手工矫直工作效率低和成形困难等问题,对光伏电缆结构进行分析,探究了电缆扭弯成形机理,以典型的NH-VV三芯电力电缆为例,基于ABAQUS构建电缆扭弯成形工艺有限元模型,研究其在扭转和弯曲变形模式下的应力和变形情况。仿真计算结果表明:在扭转变形模式下,电缆扭转切应力τ_(xy)、τ_(xz)和τ_(yz)随外界加载扭转角的增大而不断增大,τ_(xz)、τ_(yz)变化趋势相同,且增大的幅度较大,τ_(xy)增大的幅度较小;而在弯曲变形模式下,电缆线芯和绝缘层受到的弯曲最大Mises应力、弯曲最大位移随着弯曲角增大呈现出两种截然不同的变化趋势。 展开更多
关键词 光伏电缆 电缆扭弯成形机理 有限元模型 扭转切应力 变形
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不同长度组合桩基的侧向承载力机理研究
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作者 贺子文 乔勃睿 《山西建筑》 2026年第5期75-78,共4页
文中通过室内模型试验的方法,探究了长短桩组合基础在水平荷载作用下的承载机理与优化设计策略。试验采用1∶10缩尺模型,基于相似理论设计模型桩与分层土体,结合应变片与位移千分表,同步监测桩身弯矩分布和桩顶位移响应。研究结果表明,... 文中通过室内模型试验的方法,探究了长短桩组合基础在水平荷载作用下的承载机理与优化设计策略。试验采用1∶10缩尺模型,基于相似理论设计模型桩与分层土体,结合应变片与位移千分表,同步监测桩身弯矩分布和桩顶位移响应。研究结果表明,长短桩组合体系的极限承载力较传统等长桩基显著提升32.7%,破坏位移阈值延至28.5 mm,展现出优异的位移控制能力。其性能优势主要源于长桩深入持力层提供主要抗弯作用,以及短桩通过优化弯矩分布,使弯矩峰值向深部偏移1.2倍~1.5倍桩径,延缓了体系刚度劣化。最大弯矩较2D工况降低15.4%,群桩效率系数提升至0.78。该研究为水平荷载主导型结构的基础设计提供了理论依据与技术支撑。 展开更多
关键词 长短组合桩 模型试验 承载机理 弯矩
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