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Development of 2D Hybrid Equilibrium Elements in Large Increment Method 被引量:2
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作者 龙丹冰 刘西拉 《Journal of Shanghai Jiaotong university(Science)》 EI 2013年第2期205-215,共11页
As a force-based finite element method (FEM), large increment method (LIM) has been developed in recent years. It has been shown that LIM provided prominent advantage of parallel computation with high efficiency and l... As a force-based finite element method (FEM), large increment method (LIM) has been developed in recent years. It has been shown that LIM provided prominent advantage of parallel computation with high efficiency and low time consumption for member structural system. To fully utilize its advantage in parallel computation, it is the time to extend LIM to 2D and 3D continua analysis. In this paper, a 2D finite element library with the capability of modeling arbitrary configurations is developed. Some illustrative numerical examples are solved by using the proposed library; the obtained results are compared with those obtained from both traditional displacement-based FEM and analytical solutions, which has clearly shown the advantages of LIM. 展开更多
关键词 large increment method (LIM) hybrid equilibrium element finite element method (FEM) 2D elements
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Development of the Large Increment Method in Analysis for Thin and Moderately Thick Plates
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作者 贾红学 龙丹冰 刘西拉 《Journal of Shanghai Jiaotong university(Science)》 EI 2014年第3期265-273,共9页
Many displacement-based quadrilateral plate elements based on Mindlin-Reissner plate theory have been proposed to analyze the thin and moderately thick plate problems. However, numerical inaccuracies of some elements ... Many displacement-based quadrilateral plate elements based on Mindlin-Reissner plate theory have been proposed to analyze the thin and moderately thick plate problems. However, numerical inaccuracies of some elements appear since the presence of shear locking and spurious zero energy modes for thin plate problems. To overcome these shortcomings, we employ the large increment method(LIM) for the analyses of the plate bending problems, and propose a force-based 8-node quadrilateral plate(8NQP) element which is based on MindlinReissner plate theory and has no extra spurious zero energy mode. Several benchmark plate bending problems are presented to illustrate the accuracy and convergence of the plate element by comparing with the analytical solutions and displacement-based plate elements. The results show that the 8-node plate element produces fast convergence and accurate stress distributions in both the moderately thick and thin plate bending problems. The plate element is insensitive to mesh distortion and it can avoid the shear locking for thin plate analysis. 展开更多
关键词 displacement-based quadrilateral plate element Mindlin-Reissner plate theory shear locking spurious zero energy modes large increment method(LIM)
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Force-Based Quadrilateral Plate Bending Element for Plate Using Large Increment Method
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作者 贾红学 刘西拉 《Journal of Donghua University(English Edition)》 EI CAS 2015年第3期345-350,共6页
A force-based quadrilateral plate element( 4NQP13) for the analysis of the plate bending problems using large increment method( LIM) was proposed. The LIM, a force-based finite element method( FEM),has been successful... A force-based quadrilateral plate element( 4NQP13) for the analysis of the plate bending problems using large increment method( LIM) was proposed. The LIM, a force-based finite element method( FEM),has been successfully developed for the analysis of truss,beam,frame,and 2D continua problems. In these analyses,LIMcan provide more precise stress results and less computational time consumption compared with displacement-based FEM. The plate element was based on the Mindlin-Reissner plate theory which took into account the transverse shear effects.Numerical examples were presented to study its performance including accuracy and convergence behavior,and the results were compared with the results have been obtained from the displacementbased quadrilateral plate elements and the analytical solutions. The4NQP13 element can analyze the moderately thick plates and the thin plates using LIMand is free from spurious zero energy modes and free from shear locking for thin plate analysis. 展开更多
关键词 large increment method(LIM) displacement-based finite element method(FEM) Mindlin-Reissner plate theory spurious zero energy modes shear locking
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Improving convergence of incremental harmonic balance method using homotopy analysis method 被引量:3
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作者 Yanmao Chen Jike Liu 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2009年第5期707-712,共6页
We have deduced incremental harmonic balance an iteration scheme in the (IHB) method using the harmonic balance plus the Newton-Raphson method. Since the convergence of the iteration is dependent upon the initial va... We have deduced incremental harmonic balance an iteration scheme in the (IHB) method using the harmonic balance plus the Newton-Raphson method. Since the convergence of the iteration is dependent upon the initial values in the iteration, the convergent region is greatly restricted for some cases. In this contribution, in order to enlarge the convergent region of the IHB method, we constructed the zeroth-order deformation equation using the homotopy analysis method, in which the IHB method is employed to solve the deformation equation with an embedding parameter as the active increment. Taking the Duffing and the van der Pol equations as examples, we obtained the highly accurate solutions. Importantly, the presented approach renders a convenient way to control and adjust the convergence. 展开更多
关键词 incremental harmonic balance method Homotopy analysis method Initial value CONVERGENCE
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Improved incremental transfer matrix method for nonlinear rotor-bearing system 被引量:3
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作者 Yiheng Chen Xiaoting Rui +1 位作者 Zhiyong Zhang Adeel Shehzad 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2020年第5期1119-1132,I0004,共15页
Rotor system supported by nonlinear bearing such as squeeze film damper(SFD)is widely used in practice owing to its wide range of damping capacity and simplicity in structure.In this paper,an improved and effective In... Rotor system supported by nonlinear bearing such as squeeze film damper(SFD)is widely used in practice owing to its wide range of damping capacity and simplicity in structure.In this paper,an improved and effective Incremental transfer matrix method(ITMM)is first presented by combining ITMM and fast Fourier transform(FFT).Afterwards this method is applied to calculate the dynamic characteristics of a Jeffcott rotor system with SFD.The convergence dificulties incurred caused by strong nonlinearities of SFD has been dealt by adopting a control factor.It is found that for the more general boundary problems where the boundary conditions are not at input and output ends of a chain system,the supplementary equation is necessarily added.Additionally,the Floquet theory is used to analyze the stability and bifurcation type of the obtained periodic solution.The semi-analytical results,including the periodic solutions of the system,the bifurcation points and their types,are in good agreement with the numerical method.Furthermore,the involution mechanism of the quasi-periodic and chaotic motions near the first-order translational mode and the second order bending mode of this system is also clarified by this method with the aid of Floquet theory. 展开更多
关键词 incremental transfer matrix method Squeeze film damper Jeffcott rotor system BIFURCATION Nonlinear characteristics
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Finite element modelling on microstructure evolution during multi-pass hot compression for AZ31 alloys using incremental method 被引量:4
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作者 Zhaoyang Jin Kai Yin +3 位作者 Kai Yan Defeng Wu Juan Liu Zhenshan Cui 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2017年第11期1255-1262,共8页
Based on the principle of piecewise linearization, the incremental forms of microstructure evolution models were integrated into the thermo-mechanical coupled finite element(FE) model to simulate nonlinear microstru... Based on the principle of piecewise linearization, the incremental forms of microstructure evolution models were integrated into the thermo-mechanical coupled finite element(FE) model to simulate nonlinear microstructure evolution during multi-pass hot deformation. This is an unsteady-state deformation where dynamic recrystallization(DRX), meta-dynamic recrystallization(MDRX), static recrystallization(SRX) and grain growth(GG) take place during hot deformation or deformation interval. The distributions of deformation and microstructure for cylindrical AZ31 sample during single-pass and double-pass hot compressions were quantitatively calculated and compared with the metallographic observation. It is shown that both the deformation and microstructure are non-uniformly distributed due to the presence of friction between the die and the flat end of sample. The average grain size and its standard deviation under the double-pass hot compression are slightly smaller than those under single-pass compression.The simulated average grain sizes agree well with the experiments, which validates that the developed FE model on the basis of incremental forms of microstructure evolution models is reasonable. 展开更多
关键词 incremental method Microstructure evolution Multi-pass hot compression Finite element method Magnesium alloys
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INCREMENTAL HARMONIC BALANCE METHOD FOR AIRFOIL FLUTTER WITH MULTIPLE STRONG NONLINEARITIES 被引量:1
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作者 蔡铭 刘济科 李军 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第7期953-958,共6页
The incremental harmonic balance method was extended to analyze the flutter of systems with multiple structural strong nonlinearities. The strongly nonlinear cubic plunging and pitching stiffness terms were considered... The incremental harmonic balance method was extended to analyze the flutter of systems with multiple structural strong nonlinearities. The strongly nonlinear cubic plunging and pitching stiffness terms were considered in the flutter equations of two-dimensional airfoil. First, the equations were transferred into matrix form, then the vibration process was divided into the persistent incremental processes of vibration moments. And the expression of their solutions could be obtained by using a certain amplitude as control parameter in the harmonic balance process, and then the bifurcation, limit cycle flutter phenomena and the number of harmonic terms were analyzed. Finally, numerical results calculated by the Runge-Kutta method were given to verify the results obtained by the proposed procedure. It has been shown that the incremental harmonic method is effective and precise in the analysis of strongly nonlinear flutter with multiple structural nonlinearities. 展开更多
关键词 strongly nonlinear flutter incremental harmonic balance method BIFURCATION limit cycle
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Incremental harmonic balance method for periodic forced oscillation of a dielectric elastomer balloon 被引量:1
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作者 Yin WANG Ling ZHANG Jinxiong ZHOU 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2020年第3期459-470,共12页
Dielectric elastomer(DE) is suitable in soft transducers for broad applications,among which many are subjected to dynamic loadings, either mechanical or electrical or both. The tuning behaviors of these DE devices cal... Dielectric elastomer(DE) is suitable in soft transducers for broad applications,among which many are subjected to dynamic loadings, either mechanical or electrical or both. The tuning behaviors of these DE devices call for an efficient and reliable method to analyze the dynamic response of DE. This remains to be a challenge since the resultant vibration equation of DE, for example, the vibration of a DE balloon considered here is highly nonlinear with higher-order power terms and time-dependent coefficients. Previous efforts toward this goal use largely the numerical integration method with the simple harmonic balance method as a supplement. The numerical integration and the simple harmonic balance method are inefficient for large parametric analysis or with difficulty in improving the solution accuracy. To overcome the weakness of these two methods,we describe formulations of the incremental harmonic balance(IHB) method for periodic forced solutions of such a unique system. Combined with an arc-length continuation technique, the proposed strategy can capture the whole solution branches, both stable and unstable, automatically with any desired accuracy. 展开更多
关键词 dielectric elastomer nonlinear oscillation incremental harmonic method arc-length continuation
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THE ADAPTIVE PARAMETER INCREMENTAL METHOD FOR THE ANALYSIS OF SNAPPING PROBLEMS
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作者 赵琪 叶天麒 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1995年第9期851-858,共8页
By the improvement of Riks’and Crisfield’s arc-length method,the adaptiveparameter incremental method is preasted for predicting the snapping response ofstructures. Its justification is fulfilled. Finally,the effect... By the improvement of Riks’and Crisfield’s arc-length method,the adaptiveparameter incremental method is preasted for predicting the snapping response ofstructures. Its justification is fulfilled. Finally,the effectiveness of this method isdemonstrated by solving the snapping response of spherical caps subjected to centrallydistributed pressures. 展开更多
关键词 snapping problems adaptive parameter incremental method
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DEFORMATION ANALYSIS OF SHEET METAL SINGLE-POINT INCREMENTAL FORMING BY FINITE ELEMENT METHOD SIMULATION 被引量:3
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作者 MA Linwei MO Jianhua 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2008年第1期31-35,共5页
Single-point incremental forming (SPIF) is an innovational sheet metal forming method without dedicated dies, which belongs to rapid prototyping technology. In generalizing the SPIF of sheet metal, the deformation a... Single-point incremental forming (SPIF) is an innovational sheet metal forming method without dedicated dies, which belongs to rapid prototyping technology. In generalizing the SPIF of sheet metal, the deformation analysis on forming process becomes an important and useful method for the planning of shell products, the choice of material, the design of the forming process and the planning of the forming tool. Using solid brick elements, the finite element method(FEM) model of truncated pyramid was established. Based on the theory of anisotropy and assumed strain formulation, the SPIF processes with different parameters were simulated. The resulted comparison between the simulations and the experiments shows that the FEM model is feasible and effective. Then, according to the simulated forming process, the deformation pattern of SPIF can be summarized as the combination of plane-stretching deformation and bending deformation. And the study about the process parameters' impact on deformation shows that the process parameter of interlayer spacing is a dominant factor on the deformation. Decreasing interlayer spacing, the strain of one step decreases and the formability of blank will be improved. With bigger interlayer spacing, the plastic deformation zone increases and the forming force will be bigger. 展开更多
关键词 Sheet metal incremental forming DEFORMATION Finite element method(FEM) Numerical simulation
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计及局部阴影工况的光储直流微电网能量管理
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作者 朱建红 唐金沛 +4 位作者 葛永华 掌庆发 罗凯 朱计玮 张新松 《电网与清洁能源》 北大核心 2026年第2期153-162,共10页
针对新能源可靠供电中的供需平衡问题,提出一种计及局部阴影工况的光储直流微电网能量管理。首先,针对光伏阵列在局部阴影等弱光照工况下,传统最大功率点跟踪方法在功率捕捉能力与能源利用效率方面的不足,利用蝠鲼优化算法(manta ray fo... 针对新能源可靠供电中的供需平衡问题,提出一种计及局部阴影工况的光储直流微电网能量管理。首先,针对光伏阵列在局部阴影等弱光照工况下,传统最大功率点跟踪方法在功率捕捉能力与能源利用效率方面的不足,利用蝠鲼优化算法(manta ray foraging optimization,MRFO)的全局与局部搜索优势,提出一种结合MRFO的自适应电导增量法(manta ray foraging optimization-adaptive variable step-incremental conductance,MRFO-AVS-INC),以在特殊工况下实现对光伏出力的有效跟踪;其次,针对系统集成中存在的多源扰动问题,在储能系统的能量管理与控制方面,提出一种考虑蓄电池工作状态的改进下垂控制方法,通过引入蓄电池的荷电状态(state of charge,SOC)和健康状态(state of health,SOH)等参数,实现下垂系数的自适应调节,从而合理分配各蓄电池的输出功率;最后,在不同光照条件下对光储系统进行仿真验证。仿真结果表明,与基于粒子群算法的自适应变步长电导增量法(particle swarm optimization-adaptive variable stepincremental conductance,PSO-AVS-INC)及传统INC相比,MRFO-AVS-INC方法在收敛速度与跟踪稳定性方面表现更优;改进的自适应下垂控制有效实现了储能单元之间的状态均衡,延长了储能系统的整体使用寿命。 展开更多
关键词 光伏功率 自适应电导增量法 储能 自适应下垂控制 直流微电网
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吊索猝断下钢桁拱桥的时变体系抗连续倒塌性能
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作者 王晓明 杨文杰 +3 位作者 邹杰 邓华 高泽亮 张浩楠 《工程力学》 北大核心 2026年第2期209-222,共14页
吊索猝断下在役钢桁拱桥体系的抗连续倒塌性能为结构应对非对称极端作用提供了必要的内部缓冲机制,材料劣化会改变体系抗连续倒塌过程中的再平衡格局。基于等效卸载的AP法模拟吊索猝断下应力波的传递与叠加效应,建立了吊索猝断下体系时... 吊索猝断下在役钢桁拱桥体系的抗连续倒塌性能为结构应对非对称极端作用提供了必要的内部缓冲机制,材料劣化会改变体系抗连续倒塌过程中的再平衡格局。基于等效卸载的AP法模拟吊索猝断下应力波的传递与叠加效应,建立了吊索猝断下体系时变连续倒塌易损性评估方法。基于MATLAB/OpenSEES编制了单元纤维的时变演化参数组管理程序,建立了基于纤维宏单元的时变体系连续倒塌数值模拟方法,并通过动力试验数据验证了数值模拟的准确性;采用增量动力分析(IDA)法,开展了吊索猝断下钢桁拱桥的连续倒塌易损性分析,研究了材料劣化对吊索猝断下体系抗连续倒塌性能的影响规律。结果表明:吊索猝断会引起钢桁拱桥主要承载构件响应增大,其中猝断吊索相邻范围内受影响最大;材料劣化会降低钢桁拱桥体系的抗连续倒塌能力;基于IDA法的时变连续倒塌模型,可有效评估钢桁拱桥服役年限内的抗连续倒塌性能。 展开更多
关键词 钢桁拱桥 连续倒塌 纤维宏单元 易损性 IDA法
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基于LHS-IDA的变电站减震结构易损性分析
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作者 方智钊 汪大洋 朱勇 《建筑结构》 北大核心 2026年第6期38-46,共9页
全户内式变电站结构由于需要存放大量的电气设备,导致结构水平、竖向严重不规则,地震作用下易被破坏,在高烈度地区需要进行减震设计。针对某110kV全户内式变电站结构使用黏滞型速度阻尼器进行减震设计,建立减震结构有限元数值计算模型,... 全户内式变电站结构由于需要存放大量的电气设备,导致结构水平、竖向严重不规则,地震作用下易被破坏,在高烈度地区需要进行减震设计。针对某110kV全户内式变电站结构使用黏滞型速度阻尼器进行减震设计,建立减震结构有限元数值计算模型,对模型进行基于增量动力法的易损性分析,同时基于拉丁超立方抽样法考虑不确定性对易损性分析的影响。分析结果表明,减震设计有效降低了结构的失效概率。在考虑参数不确定性的情况下,减震结构的易损性曲线在四种状态下(LS1、LS2、LS3、LS4)的中位值均有不同程度的下降,LS4状态下的下降最多,变化率为5.99%。同时,与原结构相比,考虑不确定性的减震结构中位值变化率比未考虑不确定性的减震结构中位值变化率更低,LS4状态下变化率下降最大,达到5.20%。在考虑不确定性的情况下,PGA为0.2g的LS2状态与PGA为0.6g的LS4状态下,减震结构与原结构的失效概率相近,表明易损性分析中的不确定性不可忽略。 展开更多
关键词 全户内式变电站 减震设计 增量动力法 易损性分析 拉丁超立方抽样
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带有压电吸振装置的驰振系统的振动抑制与能量收集一体化研究
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作者 岳浩洋 卢雨夕 +2 位作者 李海涛 魏周超 宋妮 《动力学与控制学报》 2026年第1期41-54,共14页
本文针对驰振系统,提出了一系列压电动力吸振器,实现了振动抑制与能量收集双重功能.采用增量谐波平衡法得到了安装有不同减振器的驰振抑制系统的周期解曲线,并通过数值方法进行验证.风速位移曲线、风速电压曲线、相平面图和时间历程图... 本文针对驰振系统,提出了一系列压电动力吸振器,实现了振动抑制与能量收集双重功能.采用增量谐波平衡法得到了安装有不同减振器的驰振抑制系统的周期解曲线,并通过数值方法进行验证.风速位移曲线、风速电压曲线、相平面图和时间历程图等结果均表明增量谐波平衡法与数值方法计算结果吻合较好.此外,在相同计算条件下,增量谐波平衡法的计算用时明显少于数值方法,为研究驰振系统提供更高效的计算方案.通过参数分析,量化了减振器参数如质量、刚度、阻尼对主系统减振效果及系统输出电压的影响规律,对比评价了相关参数对减振效果的作用,为减振器的高效设计明确了参数的选择方案. 展开更多
关键词 驰振 振动抑制 能量收集 增量谐波平衡法 近似解析解
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逐层钻孔法测量钢管残余应力的试验研究
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作者 赵卫平 胡锐 +2 位作者 赵欣杰 鹿洪香 徐旸 《振动.测试与诊断》 北大核心 2026年第1期48-54,215,共8页
针对传统盲孔法仅能够测量钻孔深度范围内残余应力均值的缺陷问题,采用逐层钻孔法对14根不同焊接方式和径厚比的Q520高强焊接圆钢管进行纵向残余应力测试。基于实测数据,得到了高强焊接圆钢管截面纵向拉、压残余应力的数值大小、纵向残... 针对传统盲孔法仅能够测量钻孔深度范围内残余应力均值的缺陷问题,采用逐层钻孔法对14根不同焊接方式和径厚比的Q520高强焊接圆钢管进行纵向残余应力测试。基于实测数据,得到了高强焊接圆钢管截面纵向拉、压残余应力的数值大小、纵向残余应力分布模式以及在钻孔深度范围内的变化规律,研究了埋弧焊(submerged arc welding,简称SAW)、高频焊(high-frequence welding,简称HFW)以及不同径厚比对截面纵向残余应力分布的影响。试验结果表明:纵向残余应力在钻孔深度范围内逐层减小,尤其在焊缝影响区内变化更加明显,远离焊缝影响区,变化逐渐减小;相较于高频焊,埋弧焊对圆钢管截面最大纵向残余应力影响较大,埋弧焊接钢管最大纵向残余拉应力接近钢材屈服强度;改变径厚比,对圆钢管截面最大纵向残余应力的影响有限。 展开更多
关键词 逐层钻孔法 非均匀残余应力 径厚比 焊接方式 焊接钢管
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基于氮气增量的水体脱氮速率测定新方法及其在三峡水库澎溪河的应用 被引量:1
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作者 杨正健 陈京京 +5 位作者 鲍昱璇 黄亚男 李浩 魏辰宇 郭小娟 刘德富 《湖泊科学》 北大核心 2026年第2期662-674,共13页
脱氮是水体氮负荷去除的重要途径,准确、快速地测定水体脱氮速率对于评估湖库、河流等水体的脱氮功能具有重要意义。针对目前常用的乙炔抑制法、15 N同位素示踪法等无法原位快速测定水体脱氮速率,且存在费用高、耗时长等问题,本研究提... 脱氮是水体氮负荷去除的重要途径,准确、快速地测定水体脱氮速率对于评估湖库、河流等水体的脱氮功能具有重要意义。针对目前常用的乙炔抑制法、15 N同位素示踪法等无法原位快速测定水体脱氮速率,且存在费用高、耗时长等问题,本研究提出了一种基于氮气增量的水体脱氮速率原位快速测定新方法,可通过原位取水-吹扫-培养-测定,实现水体总脱氮速率野外快速检测。应用该方法于2024年5-6月在三峡水库支流澎溪河开展脱氮速率定点持续监测及库湾巡测,与乙炔抑制法进行对比,并分析不同环境因子对脱氮速率的影响。结果表明,本方法所测脱氮速率是乙炔抑制法所测反硝化速率的7倍左右,二者具有显著相关性。监测期间澎溪河水体脱氮速率表现为表层>底层>中层,表层脱氮速率主要受藻浓度影响,底层水体脱氮速率主要受浊度影响。本研究对于水体脱氮速率原位快速测定,准确认识和评估水体脱氮潜力具有重要意义。 展开更多
关键词 水体脱氮速率 原位监测 监测方法 方法应用 氮气增量 三峡水库 澎溪河
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高烈度区悬索桥钢管混凝土索塔地震损伤分析
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作者 刘政超 张谢东 +2 位作者 于建华 陈甫君 吴斌 《武汉理工大学学报(交通科学与工程版)》 2026年第1期212-216,222,共6页
采用增量动力分析的方法,以地面峰值加速度为增量,对悬索桥新型索塔结构进行地震损伤分析.建立结构有限元动力模型,着重描述钢管混凝土索塔,基于PEER强震数据库选取了10条地震记录,在17个地震强度加载下对索塔横桥向与顺桥向两个方向进... 采用增量动力分析的方法,以地面峰值加速度为增量,对悬索桥新型索塔结构进行地震损伤分析.建立结构有限元动力模型,着重描述钢管混凝土索塔,基于PEER强震数据库选取了10条地震记录,在17个地震强度加载下对索塔横桥向与顺桥向两个方向进行动力响应分析;以索塔塔底截面为主要研究对象,选取适当的损伤指标建立截面在不同损伤状态下的限值,通过统计学方法绘制截面的易损性曲线.得出在不同地震输入方向、不同地面峰值加速度下,悬索桥塔底损伤状态和概率. 展开更多
关键词 桥梁工程 地震易损性 增量动力分析法 损伤指标 钢管混凝土结构
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结构非线性分析中的更新广义位移控制法
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作者 陈安全 汪川莉 林航葳 《计算力学学报》 北大核心 2026年第1期124-131,共8页
结构非线性分析是预测结构承载力和极限强度的有效途径,常采用增量迭代方法来求解结构的平衡路径。为建立高效稳定的求解技术,从增量迭代法的基本思路出发,详细分析了计算中荷载增量因子的意义,并说明了荷载增量因子取值应考虑的重点。... 结构非线性分析是预测结构承载力和极限强度的有效途径,常采用增量迭代方法来求解结构的平衡路径。为建立高效稳定的求解技术,从增量迭代法的基本思路出发,详细分析了计算中荷载增量因子的意义,并说明了荷载增量因子取值应考虑的重点。通过引入当前广义刚度参数和前后增量步初始位移增量的数量积来确定增量步的大小以及结构加卸载状态,同时选择4种更新的正交迭代参考向量,形成了4种更新正交迭代收敛路径,建立更新广义位移控制法。数值算例分析结果表明,更新广义位移控制法在求解具有多个临界点的结构非线性路径时具有很好的可靠性,并且相比于广义位移控制法,在增量步较大时稳定性更好,求解效率更高。 展开更多
关键词 结构非线性分析 增量迭代法 当前广义刚度参数 广义位移控制法 更新广义位移控制法
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风荷载对顶推钢箱梁稳定性影响的数值模拟和验算
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作者 韩臻 李锦航 代续东 《黑龙江交通科技》 2026年第1期48-52,共5页
针对风荷载对顶推法施工钢箱梁桥稳定性的影响,以平坡立交C匝道为依托工程,建立主桥整体杆系模型,分析风荷载影响下顶推过程中顶推点反力、导梁应力情况以及最大悬臂工况下钢箱梁整体稳定性。依据横桥向抗倾覆理论,给出了考虑风荷载作... 针对风荷载对顶推法施工钢箱梁桥稳定性的影响,以平坡立交C匝道为依托工程,建立主桥整体杆系模型,分析风荷载影响下顶推过程中顶推点反力、导梁应力情况以及最大悬臂工况下钢箱梁整体稳定性。依据横桥向抗倾覆理论,给出了考虑风荷载作用下顶推过程中计算横桥向抗倾覆性能的计算模型,对风荷载影响下的顶推过程中钢箱梁横桥向抗倾覆稳定性进行计算。结果表明考虑风荷载影响下的顶推点最大支反力较不考虑风荷载影响增加了23%,较现场实测值增加10%,导梁最大拉应力增幅为2.2%,最大压应力增幅为2.5%,一阶结构整体稳定特征值为100.6,横向抗倾覆稳定性系数为18.44,均满足材料强度要求及设计要求。 展开更多
关键词 顶推法 钢箱梁 稳定性
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南海东部油田措施增量评估方法研究
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作者 彭攀 彭辉界 +3 位作者 马晶贝 詹慧丽 张晓林 钟辉 《当代化工研究》 2026年第5期122-124,共3页
近年来南海东部海域形成了包括产液结构优化、自源闭式注水、MRC措施、连续封隔体控水等为主的措施增产手段,基于多方法开展了上述措施全生命周期技术可采储量增量精细评估方法探索。典型三种(数模、水驱、递减)方法对含水稳定增油型提... 近年来南海东部海域形成了包括产液结构优化、自源闭式注水、MRC措施、连续封隔体控水等为主的措施增产手段,基于多方法开展了上述措施全生命周期技术可采储量增量精细评估方法探索。典型三种(数模、水驱、递减)方法对含水稳定增油型提液预测结果较准确,通过精细化分段提液预测及分类型增产评价能较好评估油田整体提液预期;MRC措施多样本点下统计递减预测法,能快速解决措施增量规划预测问题;通过矿场参数合理表征、数值模拟等效精细化设置初步实现了海域特色注水及控水数值模拟预测。结果表明,通过上述方法能较好实现对典型措施增量预测,同时建议使用过程中做好方法适用性分析及实际效果合理对标。 展开更多
关键词 措施增量评估 数值模拟法 等效表征 适应性
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