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1.
利用非线性有限元方法分析了轴向力作用下多平面TT节点的极限强度。在数值分析中,采用三维20结点固体单元模拟管道结构和焊缝形状,将结构有限元网格划分为不同区域,每个区域的网格独立产生,通过合并形成整个结构的有限元网格。通过控制位移增量法得到了加载过程中载荷和位移之间的关系曲线。使用ABAQUS软件分析了TT节点在支管端部承受轴向载荷的变形及与外部载荷之间的关系,得到了不同参数影响下的TT节点极限强度。  相似文献   

2.
采用有限元计算编码ABAQUS模拟了钨合金圆台试件在冲击载荷下的变形和剪切局部化行为.计算采用二维轴对称应变条件下的绝热模型.钨合金的本构方程采用热粘塑性形式的Johnson-Cook模型.为了得到不同尺度的变形信息,计算中用了两种网格;先用粗糙网格分析试件变形局部化的概貌;接着,用细密网格(在变形局部化区域,网格尺寸达到10μm)分析绝热剪切带的形成和发展.有限元模拟得到的绝热剪切带位置和方向与实验一致.计算结果表明,绝热剪切带的形成和发展与试件的应力状态密切相关.  相似文献   

3.
冲击载荷下钨合金圆台试件绝热剪切变形局部化的数值模   总被引:3,自引:0,他引:3  
采用有限元计算编码ABAQUS模拟了钨合金圆台试件在冲击载荷下的变形和剪切局部化行为。计算采用二维轴对称应变条件下的绝热模型。钨合金的本构方程采用热粘塑性形式的Johnson Cook模型。为了得到不同尺度的变形信息 ,计算中用了两种网格 ;先用粗糙网格分析试件变形局部化的概貌 ;接着 ,用细密网格 (在变形局部化区域 ,网格尺寸达到 10 m)分析绝热剪切带的形成和发展。有限元模拟得到的绝热剪切带位置和方向与实验一致。计算结果表明 ,绝热剪切带的形成和发展与试件的应力状态密切相关。  相似文献   

4.
以复合板中面的挠度响应作为不锈钢复合板抗冲击性能的评价指标,基于能量法和经典层合板理论,考虑层间结构参数设计,通过横向载荷下的弯曲平衡微分方程,建立冰载荷下不锈钢复合板挠度响应简化解析模型。该分析模型将整个动态响应分析过程分为冰载荷计算分析和动力学方程求解两个阶段。分析了冰载荷模型的面倾角、冲击速度和碰撞位置对冰载荷的影响,确定极端工况参数,汇总接触面的节点力数据;分析了层厚比对挠度响应的影响规律;基于LS-DYNA有限元仿真以及数值算例分析,对比挠度响应仿真结果和解析计算值,验证了本文简化解析模型的准确性,研究结果对不锈钢复合板抗冲击性能分析和评估具有一定的参考价值。  相似文献   

5.
本文基于弹性板理论和夹层板理论对二级层级褶皱结构失效模式进行了分析。通过对基本构件进行受力分析得到了载荷与结构变形之间的关系。根据6种失效模式的定义,从极限载荷或极限应力角度出发,分析了在压缩载荷和剪切载荷工况下的各种失效模式,给出了结构单胞对应的等效正应力和等效切应力表达式。由最小失效强度得到了各失效模式之间的占优关系,并构建了失效机理图来阐释这一机制。最后通过与有限元分析结果比较,分析了本文公式的精度,与数值解吻合较好。  相似文献   

6.
混凝土断裂过程及尺寸效应分析   总被引:1,自引:0,他引:1  
为研究混凝土裂纹断裂过程和最大承载力计算方法,通过实验机对四种不同尺寸混凝土紧凑拉伸断裂试件进行了加载过程实验,并对其中一个试件进行应变片跟踪测试.由实验结果分析得到了一系列关系曲线,如试件的载荷-加载点位移关系曲线,断裂损伤区变形随载荷变化曲线;并且计算了不同尺寸断裂试件的应力强度因子.结合计算粘聚裂纹应力强度因子的公式与断裂准则,完成了对承载力理论值的计算,并将其与实验峰值平均值进行对比,其结果是两者相比误差较小,表明此种计算裂纹结构最大承载力方法是可行的.  相似文献   

7.
含缺口复合材料层合板的三维有限元失效分析   总被引:1,自引:0,他引:1  
本文研究了复合材料层合板最终强度计算的有限元理论,讨论了修正的Newton-Raphson迭代方法在层合板失效过程中应力场计算的迭代过程.同时本文建立了带缺口的复合材料层合板三维有限元模型,充分考虑层合板的纤维断裂、基体开裂和分层三种失效模式,采用修正的三维Hashin准则作为失效判断的依据,计算了三种不同铺层的层合板最终失效载荷值,与试验值吻合得很好.鉴于层压板材料常数ν23的数值难于测定的特点,讨论其对最终失效载荷的影响.在三维有限元模型的基础上,实现了失效扩展仿真分析.  相似文献   

8.
针对仅以地震波作用中最后时刻或加速度值最大时刻的安全系数作为评价标准的问题,通过强度折减法,借助数值计算获得了地震载荷作用下安全系数的时程曲线。对于使用有限元强度折减法的失效准则,采用三种常用判据相结合的方法来确定安全系数,通过不同模型计算结果的比较,研究了动安全系数与动载荷时程和结构面数量之间的关系。计算结果表明:含结构面的岩质边坡最小安全系数出现时刻较地震波减速度最大值时刻超前,且结构面的存在对于边坡稳定性有着重要影响。最后分析了地震载荷作用下坡高、坡度、结构面倾角对动安全系数的影响,应用极限平衡理论部分验证了数值计算结果,所得安全系数时程曲线可为岩质边坡在地震载荷下的稳定性判断提供参考。  相似文献   

9.
多孔材料塑性极限载荷及其破坏模式分析   总被引:5,自引:1,他引:4  
运用塑性力学中的机动极限分析理论,研究韧性基体多孔材料的塑性极限承载能力和破坏模式。以多孔材料的细观结构为研究对象,将细观力学中的均匀化理论引入到塑性极限分析中,并结合有限元技术,建立细观结构极限载荷的一般计算格式,并提出相应的求解算法。数值算例表明:细观孔洞对材料的宏观强度影响明显;在单向拉伸作用下,孔洞呈现膨胀扩大规律;多孔材料破坏源于基体塑性区的贯通。  相似文献   

10.
扭转是一种常用的冷作硬化方法。本文通过实心圆轴扭转实验和预扭试件的单向拉伸实验,研究了扭转塑性变形程度对6063铝合金拉伸力学性能的影响。通过理论研究和硬度分析探究了造成这一影响的内在机理。结果表明,试件扭转后其内部形成的以屈服强度为特征参数的梯度结构,是造成预扭试件力学性能得到改善的根本原因。并且,扭转不同的角度,材料内部产生的梯度结构也是不同的。而不同的梯度结构对试件力学性能的影响则表现为后继拉伸屈服强度随预扭角度的增大而增大。为了预测预扭试件的后继拉伸力学行为,验证前述结论的正确性,建立了由内到外屈服强度逐渐变化的有限元模型。此模型代表了预扭转变形试件,对其施加位移载荷,模拟后继单向拉伸加载过程。模拟所得材料力学性能随扭转角的变化趋势与实验结果基本吻合,从而验证了扭转冷作硬化后,圆轴试件内部产生了以屈服强度为特征参数的梯度结构这一结论。同时,也提供了一种有效的预测材料扭转后拉伸力学性能的数值模拟方法。  相似文献   

11.
传统预应力钢筒混凝土管(prestressed concrete cylinder pipe,PCCP)容易开裂、预应力丝锈蚀而爆管失效.提出了耐腐蚀内衬涂塑钢筒预应力混凝土管(prestressed concrete cylinder pipe with plastic,PCCP-P),建立了PCCP-P线弹性轴对称分层圆筒平面应变模型,考虑预应力引起的内部径向压力,针对喷射砂浆保护层在管道预制阶段不受力以及缠丝、运行阶段混凝土弹性模量不同的特点,对PCCP-P分阶段进行分析,得到各结构层的应力解析解,并建立有限元模型进行验证.本研究可为PCCP-P和传统PCCP设计提供依据.  相似文献   

12.
Material models are the key ingredients to accurately capture the global mechanical response of structural systems. The use of finite element analysis has proven to be effective in simulating nonlinear engineering applications. However, the choice of the appropriate material model plays a big role in the value of the numerical predictions. Such models are not expected to exactly reproduce global experimental response in all cases. Alternatively, the measured global response at specific domain or surface points can be used to guide the nonlinear analysis to successively extract a representative material model. By selecting an initial set of stress–strain data points, the load–displacement response at the monitoring points is computed in a forward incremental analysis without iterations. This analysis retains the stresses at the integration points. The corresponding strains are not accurate since the computed displacements are not anticipated to match the measured displacements at the monitoring points. Therefore, a corrective incremental displacement analysis is performed at the same load steps to adjust for displacements and strains everywhere by matching the measured displacements at the monitoring points. The stress–strain vectors at the most highly stressed integration point are found to establish an improved material model. This model is used within a multi-pass incremental nonlinear finite element analysis until the discrepancy between the measured and the predicted structural response at the monitoring points vanishes. The J2 flow theory of plasticity is used as a constitutive framework to build the tangent elastic–plastic matrices. The applicability of the proposed approach is demonstrated by solving 2D inverse continuum problems. The comparisons presented support the effectiveness of the proposed approach in accurately calibrating the J2 plasticity material model for such problems.  相似文献   

13.
钢管混凝土柱-钢梁节点的力学性能分析   总被引:1,自引:0,他引:1  
基于弹塑性有限元理论建立了钢管混凝土柱-钢梁节点荷载-位移全过程非线性有限元模型,在单元分析中采用改进的AUL表述推导得到梁柱单元刚度矩阵方程,同时考虑了材料的物理非线性和单元的几何非线性,并编制了非线性有限元程序NLFEACFST。采用该模型对相关研究者和作者进行的节点试验进行了分析,理论计算结果与试验结果比较表明,该模型具有很好的适用性和精度。在理论分析模型得到试验结果验证的基础上,对典型的中柱节点进行了荷载-位移全过程非线性特性分析,并对影响节点承载力和荷载-位移骨架曲线的因素进行了参数分析,为进一步从理论研究钢管混凝土框架结构的力学性能创造了条件。  相似文献   

14.
In this contribution, a finite element methodology devised to simulate the structural deterioration of corroded reinforced concrete members is presented. The proposed numerical strategy has the ability to reproduce many of the well-known (undesirable) mechanical effects induced by corrosion processes in the embedded steel bars, as for example: expansion of the reinforcements due to the corrosion product accumulation, damage and cracking patterns distribution in the surrounding concrete, degradation of steel–concrete bond stress transfer, net area reduction in the reinforcements and, mainly, the influence of all these mentioned mechanisms on the structural load carrying capacity predictions.At the numerical level, each component of the RC structure is represented by means of a suitable FE formulation. For the concrete, a cohesive model based on the Continuum Strong Discontinuity Approach (CSDA) is used. Steel bars are modeled by means of an elasto-plastic constitutive relation. The interface is simulated using contact-friction elements, with the friction degradation as a function of the degree of corrosion attack. Two different (and coupled) mesoscopic analyzes are considered in order to describe the main physical phenomena that govern the problem: (i) an analysis at the cross section level and (ii) an analysis at the structural member level.The resultant mechanical model can be used to simulate generalized reinforcement corrosion. Experimental and previous numerical results, obtained from the available literature, are used to validate the proposed strategy.  相似文献   

15.
A framework for the numerical analysis of bridges under wind excitation is outlined. It is based on structural finite element scheme and cross-sectional wind load models. Two aspects are investigated: (1) how considering the mean steady configuration in the aerodynamic stability calculation; and (2) the effects of load nonlinearities on structural response. A quasi-steady load model is adopted, which is able to deal with the considered problems by using experimental data easily available in the practice. By means of numerical examples, it is pointed out (1) that both the modifications in structural tangential stiffness and in the aerodynamic coefficients due to the mean steady deformation may affect the aeroelastic stability threshold and (2) that load linearization may produce an underestimation of the structural response.  相似文献   

16.
斜拉桥索梁锚固区边界条件对结构受力的影响   总被引:1,自引:0,他引:1  
满洪高  李乔  张育智 《实验力学》2006,21(2):190-194
针对苏通(苏州-南通)长江公路大桥斜拉桥锚箱式索梁锚固结构进行了足尺静载试验,采用空间有限元方法分析实际结构和试验模型锚固区的应力与变形,将试验与计算结果进行比较,验证计算方法的正确性。在此基础上,做了大量仿真计算,详细探讨了索梁锚固结构周围边界条件的不同对结构受力的影响,计算了实际结构在不同约束条件下索梁锚固区的各种应力分布情况,进而得到了一些有益的结论,为今后类似结构试验的设计提供参考。  相似文献   

17.
This study aimed to validate a numerical model of an intact mandible for further development of a new TMJ implant. Numerical and experimental models of the biomechanics of the mandible were elaborated to characterize the human temporomandibular joint and to approach the development of a condyle implant. The model of the mandible was obtained through the use of a polymeric replica of a human cadaveric mandible and through 3D geometry acquisition. The three-dimensional finite element model was generated as a tetrahedral finite element mesh. The level of mesh refinement was established via a convergence test and a model with more than 50,000 degrees of freedom was required to obtain analysis accuracy. The functional loading cases included muscle loading in four different load boundary conditions. The same boundary conditions were applied to the experimental model. The strains were measured with an experimental procedure using electric resistance strain gauges applied on the external surface of the mandible. The mechanical response is shown and discussed in terms of strains, principal numerical and measured strains. This study proved that FE models of the mandible can reproduce experimental strains within an overall agreement of 10%. The FE models correctly reproduced bone strains under different load configurations and therefore can be used for the design of a novel TMJ implant considering other load configurations and bone mechanical properties.  相似文献   

18.
This paper was devoted to the three-dimensional nonlinear finite element analysis of inflatable beams. The beams under consideration are made of modern textile materials and can be used as a load-bearing beams or arches when inflated. A 3D Timoshenko beam with a homogeneous orthotropic woven fabric (OWF) was proposed. The model took into account the geometric nonlinearities and the follower force resulting from the inflation pressure. The use was made of the usual total Lagrangian form of the virtual work principle to perform the nonlinear equilibrium equations which were discretized by the finite element method. Two kinds of solutions were then investigated: finite elements solutions for linearized problems which were obtained by the means of the linearization around the prestressed reference configuration of the nonlinear equations and nonlinear finite element solutions which were performed by the use of an optimization algorithm based on the Quasi-Newton method. As an example, the bending problem of a cantilever inflated beam under concentrated load was considered and the deflection results improve the existing theoretical models. As these beams are made from fabric, the beam models were validated through their comparison with a 3D thin-shell finite element model. The influence of the material effective properties and the inflation pressure on the beam response was also investigated through a parametric study. The finite elements solutions for linearized problems were found to be close to the theoretical results existing in the literature. On the other hand, the results for the nonlinear finite element model were shown to be close to the results for the linearized finite elements model in the case of high mechanical properties and the nonlinear finite element model was used to improve the linearized model when the mechanical properties of the fabric are low.  相似文献   

19.
现有多种形式的橡胶本构模型试图预测橡胶力学性质,其中部分模型已写入有限元软件中用于仿真计算,还存在较多拟合性较好的模型无法在有限元材料库中直接获得。本文详述了由不变量和主伸长率描写的各向同性超弹性本构模型的数值实现方法,并结合最新的本构模型开发了UHYPER和UMAT子程序。将UHYPER用于有限元实现对多孔橡胶板的拉伸仿真,对比仿真和试验结果,验证子程序的正确性以及评估本构模型预测复杂应变场的准确性;将UMAT用于单轴、等双轴和剪切拉伸的有限元仿真,对比仿真和本构模型理论结果,验证子程序的可靠性。结果表明,有限元仿真结果与理论结果拟合较好,子程序能够契合本构模型的力学描述,所述方法可以用于超弹性材料的数值计算。  相似文献   

20.
建立了锚链在海洋环境中腐蚀磨损(简称"磨蚀")累积损伤数值分析方法,该方法采用非线性有限元分析,能够同时考虑锚链链环间接触面在海水中的腐蚀和磨损耦合损伤。针对22MnCrNiMo低碳低合金钢材料,进行了力学性能、海水侵蚀以及磨蚀性能等多方面的试验研究,确定了基于该材料的锚链链环间接触面在海水中磨蚀损伤数值分析中的相关参数。通过对计算结果与试验结果的比较分析,验证了锚链链环间接触面磨蚀累积损伤数值分析方法的可行性与准确性。  相似文献   

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