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Solving linear elasticity benchmark problems via the overset improved element-free Galerkin-finite element method 通过超集改进型无元素伽勒金有限元法解决线性弹性基准问题
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-09-02 DOI: 10.1016/j.finel.2024.104247

A novel approach for the solution of linear elasticity problems is introduced in this communication, which uses a hybrid chimera-type technique based on both finite element and improved element-free Galerkin methods. The proposed overset improved element-free Galerkin-finite element method (Ov-IEFG-FEM) for linear elasticity uses the finite element method (FEM) throughout the entire problem geometry, whereas a fine distribution of overlapping nodes is used to perform higher order approximations via the improved element-free Galerkin (IEFG) technique in regions demanding more computational accuracy. The method relies on keeping the FEM-based results in those regions where low order of approximation is enough to provide the required accuracy, i.e. outside the region where the solution will be enriched via the IEFG technique. The overlapping domains perform an iterative transfer of kinematics information through well-defined immersed boundaries, and a detailed explanation on this regard is also presented in this communication. The Ov-IEFG-FEM is used in a set of increasingly complex linear elasticity problems, and the outcomes demonstrate the suitability and reliability of this technique to solve such problems in an accurate and remarkably simple manner.

本文介绍了一种解决线性弹性问题的新方法,它采用了一种基于有限元和改进型无元素 Galerkin 方法的混合嵌合型技术。针对线性弹性问题提出的超集改进型无元素 Galerkin-有限元方法(Ov-IEFG-FEM)在整个问题几何形状中使用有限元方法(FEM),而在计算精度要求更高的区域,通过改进型无元素 Galerkin(IEFG)技术使用重叠节点的精细分布来执行高阶近似。在低阶近似足以提供所需精度的区域,即在通过 IEFG 技术丰富解的区域之外,该方法依赖于保留基于有限元的结果。重叠域通过定义明确的浸入式边界进行运动学信息的迭代传输,有关这方面的详细解释也将在本文中介绍。Ov-IEFG-FEM 被用于解决一系列日益复杂的线性弹性问题,其结果证明了该技术的适用性和可靠性,能以精确和非常简单的方式解决此类问题。
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引用次数: 0
Finite element modeling of thermal residual stresses in functionally graded aluminum-matrix composites using X-ray micro-computed tomography 利用 X 射线微计算机断层扫描对功能分级铝基复合材料中的热残余应力进行有限元建模
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-31 DOI: 10.1016/j.finel.2024.104239

Metal-ceramic composites by their nature have thermal residual stresses at the micro-level, which can compromise the integrity of structural elements made from these materials. The evaluation of thermal residual stresses is therefore of continuing research interest both experimentally and by modeling. In this study, two functionally graded aluminum alloy matrix composites, AlSi12/Al2O3 and AlSi12/SiC, each consisting of three composite layers with a stepwise gradient of ceramic content (10, 20, 30 vol%), were produced by powder metallurgy. Thermal residual stresses in the AlSi12 matrix and the ceramic reinforcement of the ungraded and graded composites were measured by neutron diffraction. Based on the X-ray micro-computed tomography (micro-XCT) images of the actual microstructure, a series of finite element models were developed to simulate the thermal residual stresses in the AlSi12 matrix and the reinforcing ceramics Al2O3 and SiC. The accuracy of the numerical predictions is high for all cases considered, with a difference of less than 5 % from the neutron diffraction measurements. It is shown numerically and validated by neutron diffraction data that the average residual stresses in the graded AlSi12/Al2O3 and AlSi12/SiC composites are lower than in the corresponding ungraded composites, which may be advantageous for engineering applications.

金属陶瓷复合材料的性质决定了其在微观层面上存在热残余应力,这种应力会损害由这些材料制成的结构元件的完整性。因此,通过实验和建模对热残余应力进行评估一直是研究的热点。本研究采用粉末冶金法生产了两种功能分级铝合金基复合材料:AlSi12/Al2O3 和 AlSi12/SiC。通过中子衍射法测量了未分级和分级复合材料的 AlSi12 基体和陶瓷增强层中的热残余应力。根据实际微观结构的 X 射线显微计算机断层扫描(micro-XCT)图像,建立了一系列有限元模型,用于模拟 AlSi12 基体以及 Al2O3 和 SiC 增强陶瓷中的热残余应力。在所有情况下,数值预测的准确性都很高,与中子衍射测量结果的差异小于 5%。数值结果表明并经中子衍射数据验证,分级 AlSi12/Al2O3 和 AlSi12/SiC 复合材料的平均残余应力低于相应的未分级复合材料,这可能有利于工程应用。
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引用次数: 0
An efficient reduced order model for nonlinear transient porous media flow with time-varying injection rates 具有时变注入率的非线性瞬态多孔介质流动的高效降阶模型
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-29 DOI: 10.1016/j.finel.2024.104237

An intrusive Reduced Order Model (ROM) is developed for nonlinear porous media flow problems with transient and time-discontinuous fluid injection rates. The proposed ROM is significantly more computationally efficient than the Full Order Model (FOM). The training regime is generated using the FOM with constant injection rates during the offline stage. The trained ROM exhibits high accuracy for complex pumping schedules (rate vs time) simulated online. The proposed ROM uses the combination of Proper Orthogonal Decomposition and Discrete Empirical Interpolation Method (POD-DEIM), which is compared with the classical POD-Galerkin. The use of an approximated column-reduced Jacobian is shown to be vital to achieving a substantial speedup of ROM vs FOM run-times. An analysis of the trade-off between accuracy and run-time is conducted for ROMs of different sizes and hyper-parameters. The impact of the training regime on the performance of the presented ROM is assessed. The performance of the ROM is studied in the context of a two-dimensional analysis of time-varying injection into a two-well system in a layered porous media reservoir. The accuracy and efficiency of POD-DEIM motivate its potential use as a surrogate model in the real-time control and monitoring of fluid injection processes.

针对具有瞬态和时间不连续流体注入率的非线性多孔介质流动问题,开发了一种侵入式降阶模型(ROM)。与全阶模型(FOM)相比,所提出的 ROM 计算效率明显更高。在离线阶段,使用恒定注入率的 FOM 生成训练机制。经过训练的 ROM 对在线模拟的复杂泵送计划(速率与时间)具有很高的准确性。所提出的 ROM 采用适当正交分解和离散经验插值法(POD-DEIM)相结合的方法,并与经典的 POD-Galerkin 方法进行了比较。结果表明,使用近似的列减雅各比对于大幅加快 ROM 与 FOM 的运行时间至关重要。针对不同大小和超参数的 ROM,对精度和运行时间之间的权衡进行了分析。评估了训练机制对所提出的 ROM 性能的影响。在对层状多孔介质储层中的双井系统进行时变注入的二维分析中,研究了 ROM 的性能。POD-DEIM 的准确性和效率激发了其在流体注入过程的实时控制和监测中作为替代模型的潜在用途。
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引用次数: 0
Approximation of acoustic black holes with finite element mixed formulations and artificial neural network correction terms 用有限元混合公式和人工神经网络修正项逼近声学黑洞
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-26 DOI: 10.1016/j.finel.2024.104236

Wave propagation in elastodynamic problems in solids often requires fine computational meshes. In this work we propose to combine stabilized finite element methods (FEM) with an artificial neural network (ANN) correction term to solve such problems on coarse meshes. Irreducible and mixed velocity–stress formulations for the linear elasticity problem in the frequency domain are first presented and discretized using a variational multiscale FEM. A non-linear ANN correction term is then designed to be added to the FEM algebraic matrix system and produce accurate solutions when solving elastodynamics on coarse meshes. As a case study we consider acoustic black holes (ABHs) on structural elements with high aspect ratios such as beams and plates. ABHs are traps for flexural waves based on reducing the structural thickness according to a power-law profile at the end of a beam, or within a two-dimensional circular indentation in a plate. For the ABH to function properly, the thickness at the termination/center must be very small, which demands very fine computational meshes. The proposed strategy combining the stabilized FEM with the ANN correction allows us to accurately simulate the response of ABHs on coarse meshes for values of the ABH order and residual thickness outside the training test, as well as for different excitation frequencies.

固体弹性动力学问题中的波传播通常需要精细的计算网格。在这项工作中,我们建议将稳定有限元方法(FEM)与人工神经网络(ANN)修正项相结合,在粗网格上解决此类问题。首先介绍了频域线性弹性问题的不可还原和混合速度-应力公式,并使用变分多尺度有限元法对其进行离散化。然后设计了一个非线性 ANN 修正项,将其添加到有限元代数矩阵系统中,并在粗网格上求解弹性动力学时产生精确的解决方案。作为案例研究,我们考虑了梁和板等高纵横比结构元素上的声学黑洞(ABHs)。ABH 是一种挠性波陷阱,其原理是在梁的末端或板的二维圆形压痕内根据幂律曲线减小结构厚度。要使 ABH 正常工作,末端/中心的厚度必须非常小,这就需要非常精细的计算网格。所提出的将稳定有限元与 ANN 修正相结合的策略使我们能够在粗网格上精确模拟 ABH 的响应,包括 ABH 阶数和训练测试之外的残余厚度值,以及不同的激励频率。
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引用次数: 0
A generalized Timoshenko beam with embedded rotation discontinuity coupled with a 3D macroelement to assess the vulnerability of reinforced concrete frame structures 带有嵌入式旋转不连续性的广义季莫申科梁与三维宏要素相结合,用于评估钢筋混凝土框架结构的脆弱性
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-16 DOI: 10.1016/j.finel.2024.104234

A generalized finite element beam with an embedded rotation discontinuity coupled with a 3D macroelement is proposed to assess, till complete failure (no stress transfer), the vulnerability of symmetrically reinforced concrete frame structures subjected to static (monotonic, cyclic) or dynamic loading. The beam follows the Timoshenko beam theory and its sectional behavior is described in terms of generalized forces and generalized strains. The beam response up to the peak is described by a macroelement, based on plasticity theory, that adopts a 3D failure criterion expressed in terms of axial force, shear force and bending moment. The Embedded Finite Element Method is then adopted to reproduce bending dominated failure, with a global cohesive model that links the cohesive moment to a rotational jump. The formulation allows for remedy of localization phenomena and significant reduction of the necessary computational time. The performance of the proposed simplified strategy is illustrated by comparison with experimental results.

本文提出了一种带有嵌入式旋转不连续性的广义有限元梁,该梁与三维宏元耦合,用于评估对称钢筋混凝土框架结构在静态(单调、循环)或动态荷载作用下的脆弱性,直至完全破坏(无应力传递)。梁遵循季莫申科梁理论,其截面行为用广义力和广义应变来描述。基于塑性理论的宏元素采用三维失效准则,以轴向力、剪切力和弯矩表示,对梁到峰值的响应进行描述。然后采用嵌入式有限元法再现以弯曲为主的破坏,并采用全局内聚模型将内聚力矩与旋转跃变联系起来。这种方法可以消除局部现象,并显著减少必要的计算时间。通过与实验结果的对比,说明了所建议的简化策略的性能。
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引用次数: 0
Inverse beam-shell elements for full-field displacement reconstruction of stiffened panel structures 用于加劲板结构全场位移重建的反梁-壳元素
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-09 DOI: 10.1016/j.finel.2024.104235

To obtain the displacement field of stiffened panel structures is very important for the online monitoring of aircraft or aerospace vehicles, etc. New inverse beam-shell elements are proposed in this study for the full-field displacement reconstruction of stiffened panels via strain measured by shell parts and rib parts simultaneously. The shell and rib parts in the stiffened panel are modeled by inverse shell and beam elements respectively constructed by Mindlin's plate theory and Timoshenko beam theory. To avoid the shear locking, a new inverse beam element with a virtual middle node is introduced. Constraints between the inverse shell and beam elements are given to guarantee the consistency of deformation and two typical inverse beam-shell elements are proposed. A sub-area division scheme is introduced which enables the proposed inverse elements for reconstructing the displacement field of 3D structures composed of multiple stiffened panels. Two numerical examples including a cantilever stiffened panel and a two-edge clamped 3D stiffened panel are given to demonstrate the effectiveness of the newly proposed inverse beam-shell element and the sub-area division scheme. An element-selection scheme for the arrangement of strain gauges is also proposed to reduce the measurement data used. Results show the new inverse beam-shell elements can reconstruct displacement fields accurately and the sub-area division scheme introduced guarantees the accuracy of the reconstructed displacement fields of 3D panels even when a relatively small number of strain gauges are used.

获取加劲板结构的位移场对于飞机或航空航天飞行器等的在线监测非常重要。本研究提出了新的反梁-壳元素,通过同时测量壳部件和肋部件的应变来重建加劲板的全场位移。加劲板中的壳体和肋骨部分分别由根据 Mindlin 板理论和 Timoshenko 梁理论构建的反壳元素和反梁元素建模。为避免剪力锁定,引入了一个带有虚拟中间节点的新反梁元素。为了保证变形的一致性,给出了逆壳元素和逆梁元素之间的约束条件,并提出了两种典型的逆梁壳元素。介绍了一种子区域划分方案,使所提出的反演元素能够重建由多个加劲板组成的三维结构的位移场。给出了两个数值示例,包括悬臂加劲板和两边夹紧的三维加劲板,以证明新提出的反梁-壳元素和子区域划分方案的有效性。此外,还提出了应变片布置的元素选择方案,以减少所用的测量数据。结果表明,新的反梁-壳元素可以准确地重建位移场,而引入的子区域划分方案即使在使用应变片数量相对较少的情况下,也能保证三维面板位移场重建的准确性。
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引用次数: 0
Investigation on the effect of conductivity ratio on a conjugate heat transfer for a steady flow around a cylinder by using the hybridizable discontinuous Galerkin method 利用可混合非连续伽勒金方法研究传导比对圆柱体周围稳定流共轭传热的影响
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-05 DOI: 10.1016/j.finel.2024.104223

Conjugate heat transfer (CHT) problem of flow around a fixed cylinder is examined by using a high-order method which is based on the hybridizable discontinuous Galerkin (HDG) method. The present numerical method based on HDG discretization produces a system of equations in which the energy equation of fluid is coupled with that of solid while the continuity of heat-flux at the fluid-solid interface is automatically satisfied. We Investigate the effect of the conductivity ratio on the temperature distribution inside the cylinder and more importantly, the constraint of heat-flux continuity at the fluid-solid interface. The present high-order solutions are compared with low-order solutions by finite volume method of ANSYS, especially in terms of the constraint of heat-flux continuity at the interface. We show that the present high-order method provides accurate solutions and satisfies the constraint of heat-flux continuity better than ANSYS even with the use of a coarse grid. Furthermore, we have derived a numerical correlation between the Nusselt and the Reynolds number by using the fact that the surface temperature of the cylinder is nearly constant when conductivity ratio is larger than order of hundred. The proposed numerical correlation was found to be close to that from the exiting experiment.

使用基于混合非连续伽勒金(HDG)方法的高阶方法研究了固定圆柱体周围流动的共轭传热(CHT)问题。基于 HDG 离散化的本数值方法产生了一个方程系统,其中流体的能量方程与固体的能量方程耦合,而流体-固体界面上热流的连续性自动得到满足。我们研究了传导比对圆柱体内部温度分布的影响,更重要的是研究了流固界面上热流连续性的约束。我们将本高阶解法与 ANSYS 有限体积法的低阶解法进行了比较,尤其是在界面热流连续性约束方面。结果表明,即使使用粗网格,本高阶方法也能提供精确的求解,并比 ANSYS 更好地满足热流连续性约束。此外,我们还利用当传导比大于百级时圆柱体表面温度几乎恒定这一事实,推导出了努赛特数和雷诺数之间的数值相关性。结果发现,所提出的数值相关性与实验结果非常接近。
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引用次数: 0
A multiobjective optimization framework based on FEA, ANN, and NSGA-II to optimize the process parameters of tube-to-tubesheet joint 基于有限元分析、ANN 和 NSGA-II 的多目标优化框架,用于优化管板连接的工艺参数
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-02 DOI: 10.1016/j.finel.2024.104225

This study presents a multiobjective optimization framework that integrates Artificial Neural Network (ANN) and Non-dominated Sorting Genetic Algorithm-II (NSGA-II) for the optimization of rolling process parameters of tube-to-tubesheet joint (TTT-joint). During the rolling process, both beneficial contact pressure and detrimental tensile residual stress are generated within the joint. The primary objective of this framework is to minimize the tensile residual stress while maximizing the contact pressure in the TTT-joint. To achieve this, a backpropagation ANN model is trained to rapidly estimate the residual stress and contact pressure for various sets of rolling process parameters. For training purposes, a series of nonlinear elastoplastic finite element (FE) simulations are performed to generate the input database for the neural network. A detailed parametric study is performed based on the axisymmetric FE model of the TTT-joint. The trained neural network is then incorporated into the NSGA-II optimization algorithm to find the fitness function and optimized process parameters. The contact pressure and residual stress predicted by the proposed ANN-NSGA-II framework are validated by finite element analysis (FEA) using the optimized parameters. The present analysis established that the proposed methodology can be applied in practical engineering problems to obtain the process parameters that yield the maximum contact pressure and minimum tensile residual stress in the TTT-joint.

本研究提出了一个多目标优化框架,该框架集成了人工神经网络(ANN)和非优势排序遗传算法-II(NSGA-II),用于优化管板连接(TTT-joint)的轧制工艺参数。在轧制过程中,接头内会产生有利的接触压力和不利的拉伸残余应力。本框架的主要目标是在最大化 TTT 接头接触压力的同时,最小化拉伸残余应力。为实现这一目标,对反向传播 ANN 模型进行了训练,以根据不同的轧制工艺参数集快速估算残余应力和接触压力。为达到训练目的,进行了一系列非线性弹塑性有限元(FE)模拟,以生成神经网络的输入数据库。根据 TTT 接头的轴对称 FE 模型进行了详细的参数研究。然后将训练好的神经网络纳入 NSGA-II 优化算法,以找到合适度函数和优化工艺参数。通过使用优化参数进行有限元分析(FEA),验证了拟议的 ANN-NSGA-II 框架预测的接触压力和残余应力。本分析表明,所提出的方法可应用于实际工程问题,以获得在 TTT 接头中产生最大接触压力和最小拉伸残余应力的工艺参数。
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引用次数: 0
Cosserat constitutive theory and one of its higher-order forms: A rediscussion on the mesh dependence problem Cosserat 构成理论及其高阶形式之一:重新讨论网格依赖性问题
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-08-01 DOI: 10.1016/j.finel.2024.104224

When the finite element method (FEM) is adopted for studying strain localization problems, the mesh dependence phenomenon often ensues. The occurrence of mesh dependency will reduce the reliability of FEM simulations, so it is still worth studying. Herein, a constitutive model with decent mesh stability named the multiscale Cosserat (MC) model which contains higher-order rotation variables based on the conventional Cosserat (CC) theory, was introduced. The theory derivation indicates that the MC model has an extra internal length scale vector Dq that can consider the microscopic geometrical characteristics of the simulated material and can easily regress to the conventional Cosserat model when Dq = 0. After revisiting the mesh dependence problem through numerical simulations of plane strain compression tests, the mechanisms and advantages of the CC and MC models in solving the mesh dependence problem were discussed. The analysis demonstrated that the CC theory can alleviate the mesh dependence problem but cannot eliminate it; when the divergence of the computation occurs, due to a stricter accuracy requirement for convergence, the computation result of the MC model tends to stabilize along with the refinement of the elements. The mesh advantage of the MC model is influenced by both the length scales l and Dq. This study can provide new insight into understanding the mesh dependence problem, and the MC model introduced here is a potential model for comprehensively eliminating the influence of mesh dependence problems.

当采用有限元法(FEM)研究应变定位问题时,往往会出现网格依赖现象。网格依赖性的出现会降低有限元模拟的可靠性,因此仍然值得研究。本文在传统 Cosserat(CC)理论的基础上,引入了一种具有良好网格稳定性的构成模型,即包含高阶旋转变量的多尺度 Cosserat(MC)模型。理论推导表明,MC 模型有一个额外的内部长度尺度矢量,可以考虑模拟材料的微观几何特征,并且在 = 0 时很容易回归到传统的 Cosserat 模型。通过平面应变压缩试验的数值模拟重新审视了网格依赖问题,讨论了 CC 和 MC 模型在解决网格依赖问题方面的机理和优势。分析表明,CC 理论可以缓解网格依赖问题,但不能消除网格依赖问题;当计算出现发散时,由于对收敛精度要求更严格,MC 模型的计算结果会随着元素的细化而趋于稳定。MC 模型的网格优势同时受到长度尺度和......的影响。这项研究为理解网格依赖问题提供了新的视角,本文介绍的 MC 模型是全面消除网格依赖问题影响的潜在模型。
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引用次数: 0
Finite element model to investigate the dynamic instability of ring stiffened conical shells subjected to flowing fluid 研究受流动液体作用的环形加劲锥壳动态不稳定性的有限元模型
IF 3.5 3区 工程技术 Q1 MATHEMATICS, APPLIED Pub Date : 2024-07-31 DOI: 10.1016/j.finel.2024.104221

In this study, the vibration stability (i.e., static divergence) and critical velocity of fluid-conveying, ring-stiffened, truncated conical shells are investigated under various boundary conditions. The shell is characterized using Sanders’ theory, while the fluid is modeled using a velocity potential approach with the impermeability condition at the fluid-shell interface. Using linear superposition, the natural frequencies corresponding to each flow velocity are determined by satisfying the dynamic characteristic equation and boundary conditions. Critical velocities are identified where the natural frequencies vanish, indicating static divergence. Parametric studies are conducted to investigate the effect of ring stiffeners on the critical velocities with respect to the semi-cone angle, number of rings, and boundary conditions. The proposed model is validated through comparison with published data. It is found that the rings significantly affect the stability of the cone under different boundary conditions. Instability in stiffened shells occurs at higher critical fluid velocities than in unstiffened shells across all boundary conditions. An increase in the vertex angle leads to a decrease in critical flow discharge.

本研究探讨了在各种边界条件下,流体输送环形加固截顶锥形壳体的振动稳定性(即静态发散)和临界速度。壳体采用桑德斯理论进行表征,而流体则采用速度势能法建模,在流体-壳体界面上采用不渗透条件。利用线性叠加法,通过满足动态特性方程和边界条件,确定了每种流速对应的固有频率。临界速度被确定为固有频率消失的地方,表明静态发散。进行了参数研究,以探讨半锥角、环数和边界条件对临界速度的影响。通过与已公布的数据进行比较,验证了所提出的模型。研究发现,在不同的边界条件下,环形加劲件对锥体的稳定性有很大影响。在所有边界条件下,加劲壳体的不稳定性发生在临界流体速度高于非加劲壳体时。顶角增大会导致临界流体排量减小。
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引用次数: 0
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Finite Elements in Analysis and Design
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