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角焊缝角变形产生机制的研究 总被引:1,自引:1,他引:0
以T形焊接接头为算例,用有限元数值计算方法研究了六个固有应变分量各自对角焊缝角变形的作用效应,发现导致角变形产生的主要因素是与焊缝平行的平面内垂直于焊缝方向的固有剪切应变分量;将该固有剪切应变分量以均匀和非均匀两种分布形式施加在焊缝区,发现只有非均匀分布的固有剪切应变使焊接接头产生角变形.由此可知:角焊缝角变形产生的主要原因是在焊缝及其附近区域不均匀分布的固有剪切应变分量,而不是板厚方向上非均匀分布的横向固有正应变分量.此结论指出了关于焊接角变形产生机制的传统思维的认识误区,对研究预测角焊缝角变形简化方法具有指导意义. 相似文献
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本文提出以控制角焊缝的焊脚尺寸的途径和使用下行焊等提高角焊缝效率的焊接方法,来节约焊接材料,减少焊接变形,达到缩短造船周期,降低造船成本的目的。 相似文献
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本文叙述了角焊缝截面的类型及角焊缝凸凹参数对承载力的影响,作者专门设计了模拟船体角焊缝受力形式的试件,采用实验方法对船体角焊缝截面形状与承载能力的关系作了详细的分析,指出当焊角尺寸相同时,在凸面,平面和凹面角焊缝中以凹面的角焊缝承载能力最高。 相似文献
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通过计算外板展开所产生的变形量来确定水火弯板的加工工艺参数。以钢板厚度、角变形及角变形量作为输入参数,中性层位移系数作为输出参数,建立BP神经网络模型。通过实板实验数据对网络模型进行训练,得到中性层位移系数与这些输入参数的关系,提出了一种准确的计算复杂曲面钢板角变形量的方法。 相似文献
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随着航运市场对大吨位船舶需求的增大以及国际公约对新建船舶PSPC的严格要求,为了提高船舶建造效率与舱室密性质量,越来越多的国际一流造船企业纷纷在分段建造过程中采用角焊缝充气的工艺实施密性检验。介绍了角焊缝密性试验原理,分析了角焊缝密性试验的优点,指出了角焊缝密性试验弊端,同时提出了改进方法。 相似文献
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T型焊接在船舶结构中的应用是非常广泛的.T型接头附近局部的加热及冷却使被焊结构产生残余应力及角变形.目前在船厂精度控制中,通常采用构件焊接后对某些部位进行火工校正的方法来控制残余角变形.论文提供了另外一种有效控制结构残余角变形的方法:对结构焊前施加弹性的反向角变形.文中首先利用热弹塑性有限元来模拟未施加反变形的结构的焊接过程,以估算残余角变形;然后模拟施加了弹性反变形的结构的焊接过程,并计算此时结构的残余角变形,以最终确定构件所需要的弹性反向角变形值.施加了弹性反向角变形的构件在焊接后无需进行火工校正. 相似文献
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采用基于固有应变法的弹性有限元分析预测大型复杂结构的焊接变形的前提是必须已知焊缝附近的固有变形。结构的焊接残余应力与焊接变形取决于其接头的固有变形大小及分布,因此开发精确计算接头固有变形的方法,并依此建立一个完善的固有变形数据库对于大型复杂结构焊接变形的预测有重要意义。文中提出了几种计算固有变形的方法包括公式法、热弹塑性有限元法、实测法,并分别采用这几种方法对典型T型接头的横向固有收缩与纵向固有收缩进行计算,三种方法得到的结果比较一致。在此基础上,进一步以典型船体结构为研究对象,采用依照这三种方法建立的固有变形数据库对其焊接变形进行预测,并与实测数据进行比较,验证了该数据库的有效性。 相似文献
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In a Thermal-Elastic-Plastic (TEP) FE analysis to investigate welding induced buckling of large thin plate welded structure such as ship panel, it will be extremely difficult to converge computation and obtain the results when the material and geometrical non-linear behaviors are both considered. In this study, an efficient FE computation which is an elastic FE analysis based on inherent deformation method, is proposed to predict welding induced buckling with employing large deformation theory, and an application in ship panel production is carried out. The proposed FE computation is implemented with two steps:(1) The typical weld joint (fillet weld) existing in considered ship panel structure is conducted with sequential welding using actual welding condition, and welding angular distortion after completely cooling down is measured. A TEP FE analysis with solid elements model is carried out to predict the welding angular distortion, which is validated by comparing with experimental results. Then, inherent deformations in this examined fillet welded joint are evaluated as a loading for the subsequent elastic FE analysis. Also, the simultaneous welding to assemble this fillet welded joint is numerically considered and its inherent deformations are evaluated.(2) To predict the welding induced buckling in the production of ship panel structure, a shell element model of considered ship panel is then employed for elastic FE analysis, in which inherent deformation evaluated beforehand is applied and large deformation is considered. The computed results obviously show welding induced buckling in the considered ship panel structure after welding. With its instability and difficulty for straightening, welding induced buckling prefers to be avoided whenever it is possible. 相似文献
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In support of the development of improved fillet weld sizing criteria for lightweight shipboard structures, a comprehensive static strength test program using longitudinal and transverse shear specimens according to AWS B4.0 Standards has been conducted. This test program covers base material with strength ranging from 71 ksi (490 MPa) to 96 ksi (660 MPa) and weld size ranging from 1/8″ (3 mm) to 3/8″ (10 mm). This paper focuses on a traction stress based analysis of the test data as an effort to establish a unified shear strength definition for load-carrying fillet weld specimens regardless of shear loading conditions. The proposed shear strength definition proves to be effective in correlating the fillet weld strength test data of the longitudinal and transverse shear specimens. The results of this investigation demonstrate that existing shear strength definitions used by various weld sizing criteria such as those given by Class Societies have two major limitations: (1) it cannot be related to a critical stress state on experimentally observed failure plane in transverse shear specimens; (2) it underestimates shear stress at failure due to severe stress concentration at weld end in typical longitudinal shear specimens. These two limitations have been shown to be the major cause for having two significantly different shear strength values: one is transverse shear strength obtained from transverse shear specimens and the other is longitudinal shear strength obtained from longitudinal shear specimens. 相似文献
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船体分段焊接变形仿真 总被引:1,自引:0,他引:1
船体分段在焊接过程中产生的焊接变形会使船体结构强度降低,然而精确预测和控制焊接变形是个难题.文章提供了准确预测焊接变形的固有应变等效载荷法.这种方法运用有限元法结合固有应变理论以及实验结果对焊接变形进行分析:引入简化的弹-塑性分析杆-弹簧模型,通过分析得到固有应变受焊接区域约束度及最高温度分布情况的影响;将固有应变转化为等效载荷,应用弹性有限元分析求得整个结构的焊接变形.计算结果与LEECH计算及实验结果吻合较好. 相似文献
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Kevin Cullinane 《Maritime Policy and Management》1992,19(2):91-114
There are numerous possible advantages to be gained from the accurate prediction of future movements in the Baltic Freight Index (BFI). Because of the difficulties inherent in long-range forecasting, however, the potential for such predictions to provide insight into the future state of the physical dry bulk market is perhaps limited. The greater accuracy of short-term forecasts, on the other hand, facilitates the development of a forecasting model form is justified by the inevitably continuous nature of futures market speculation. Such a model is developed through the application of the Box—Jenkins approach to time series analysis and forecasting. The methodology is presented and the resulting model is evaluated on the basis of objective measures of predictive power and by comparison with alternative forecasting models. Finally, the applicability of the model to the practice of BIFFEX speculation is assessed by judging its performance within a simulated BIFFEX trading environment. 相似文献