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讨论了疲劳裂纹起始寿命公式和局部应变法在桥式起重机焊接件裂纹起始寿命计算中的应用。讨论了统计学、疲劳裂纹概率断裂力学和Monte Carlo法在桥式起重机焊接件裂纹扩展寿命计算中的应用。最后,应用Monte Carlo法和Weibull分布对桥式起重机焊接件疲劳裂纹总寿命进行分析。 相似文献
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本文在D36钢对接焊接接头的低周疲劳试验的基础上,利用Manson-Coffin定律对试验数据进行了分析处理,得出了焊接接头应变与疲劳寿命之间的关系,利用这一关系可以对任意应变下焊接接头的疲劳寿命进行预测。同时结合对疲劳断口显微分析,讨论了焊接接头疲劳寿命的影响因素。 相似文献
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在D36钢焊接对接接头的低周疲劳试验的基础上,利用Manson-Coffin定律对试验数据进行了分析处理,得出了焊接接头应变与疲劳寿命之间的关系。利用这一关系可以对任意应变下焊接接头的疲劳寿命进行预测。同时,对焊接接头疲劳寿命的影响因素进行。 相似文献
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首先通过试验取得母材及焊接接头的疲劳裂纹扩展速率,然后结合TC17钛合金电子束焊接接头CTOD试验结果及裂纹容限计算值,以估算其疲劳剩余寿命.结果表明:在低应力水平或低△K下,TC17电子束焊缝的da/dN数据与母材的基本相当;然而随着应力水平的增加,焊缝的da/dN值越来越大.在初始裂纹尺寸相同的情况下,TC17合金电子束焊缝与母材疲劳裂纹扩展寿命曲线存在交叉点.当应力幅大于交叉点应力幅时,TC17母材疲劳裂纹扩展到临界裂纹尺寸的剩余寿命要高于相应焊缝的剩余寿命;当应力幅小于交叉点应力幅时,TC17母材扩展到临界裂纹尺寸的剩余寿命要低于相应焊缝的剩余寿命. 相似文献
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疲劳寿命预测方法综述 总被引:4,自引:0,他引:4
综述了疲劳裂纹形成寿命和疲劳裂纹扩展寿命的预测方法,评述了各种不同预测方法的基本假设、估算步骤和特点,并对疲劳寿命预测方法进一步的发展方向作了展望。 相似文献
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采用欧洲经济共同体提出的结构完整性评定方法SINTAP(Structural integrity assessment procedure),对焊趾处含有表面裂纹(裂纹长度和深度分别为2.5mm和1.1mm)的SAF2205双相不锈钢管道非匹配焊接接头进行了安全评定。根据拉伸试验结果,建立了双相不锈钢管道焊接接头焊缝和母材的一级、二级评定曲线,测定了SAF2205钢焊接接头的低温(-18℃)断裂韧度,为安全评定提供了试验依据。评定结果表明,不论是采用一级或是二级评定,各评定点均在评定曲线定义的范围内,说明该结构是安全的。根据计算得到的极限裂纹尺寸进行了疲劳裂纹扩展寿命估算,最终疲劳寿命为0.133年。 相似文献
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Kiyotaka Nakashima Hiroshi Shimanuki Tetsuro Nose Tadashi Ishikawa 《Welding International》2013,27(5):343-349
It has been generally recognized that the fatigue life of welded joints is little influenced by the strength of steels owing to the high-stress concentration and the tensile residual stress near the weld toe. In this paper, improvement of the fatigue life of welded joints using steel with high resistance to fatigue crack growth (ferrite/martensite (F/M) steel) is investigated. F/M steel has a microstructure with an elongated and banded martensite phase distributed in a ferrite matrix and a fatigue crack growth rate of about one-half to one-tenth in the thickness direction, compared with conventional steel. As a result, the fatigue life of an out-of-surface gusset-welded joint increases with the decrease of the fatigue crack growth rate. The fatigue life of welded joints using F/M steel with the highest resistance to fatigue crack growth increases to about twice that of joints using conventional steel. Whereas the fatigue crack growth rate decreases significantly, the fatigue life of welded joints increases only slightly. This can be attributed to the stress ratio independent of the fatigue crack growth rate. In other words, the fatigue crack growth rate of F/M steel increases with the increase of the stress ratio, approaching that of conventional steel. In the case of welded joints, even if a fatigue test is carried out at a low-stress ratio, the region near the weld toe is under a high-stress ratio due to tensile residual stress. Therefore, improvement of the fatigue life of welded joints becomes comparatively small so that the effect of fatigue crack retardation of F/M steel decreases. 相似文献
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采用自行研制的TJU-HJ-I型超声疲劳试验系统对5A06铝合金TIG焊焊接接头在超长寿命区间的疲劳性能进行研究. 疲劳试验结果表明,圆柱状母材试件、圆柱状焊接接头试件和薄板状焊接接头试件,在经历107循环周次后,S-N曲线仍呈下降趋势,没有发现明显转折,传统意义上的疲劳极限并不存在. 焊接接头试件在107周次和109周次下的疲劳强度仅为母材的50%~70%. 通过扫描电子显微镜进行断口形貌观察发现:母材疲劳扩展区断口较焊接接头断口平整,瞬断区呈韧窝状,而无余高焊接接头试件存在气孔、夹杂等焊接缺陷,导致疲劳性能明显降低. 相似文献
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0IntroductionAs well known,ocean steel structures are most madeby welding.It is quite possible for ocean engineeringstructures,especially submarine oil and gas pipelines to bedestroyed by fatigue failure,because these structures al-ways endure cyclic load… 相似文献