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151.
The first part of this paper presented the required statistics and stochastic models for reliability analysis of the fatigue fracture of welded plate joints. This present Part 2 suggests a probabilistic damage tolerance supplement to the design S–N curves for welded joints. The goal is to provide the practising engineer with simple tools that predict the reliability against fatigue fracture during service life. The impact of the chosen fatigue design factors (FDF) and the uncertainty in the applied stresses is revealed. The effect of an in-service inspection programme is also predicted. The results are presented as dimensionless matrices and suggested for use in support of decision-making at the design stage, without any advanced fracture mechanics modelling and stochastic simulation. One important advantage of this format is that the probability levels are presented regardless of actual weld class and target service life (TSL). This is obtained by introducing the FDF as a key parameter to the results. This parameter is defined as the ratio of predicted fatigue life over TSL. FDF is always calculated in the S–N approach which is mandatory in fatigue life prediction. Various welded details (classes) will have the same reliability level for the same FDF. This is true at the end of TSL and at earlier stages, i.e. fractions of TSL. The absolute value of TSL is immaterial for a given FDF. In the case of in-service inspection, the inspection interval is also given without dimensions as a fraction of TSL.
Only the influence of future scheduled inspections is treated. Updating based on actual inspection results is not included as the scope of work is inspection planning at the design stage. Results for some frequent cases occurring in practice are readily derived and presented. 相似文献
152.
以重庆市石柱县过蛟龙古拱桥与现代新拱桥迭合而成的复式拱桥的加固与保护设计为例,通过现场病害调查、合理计算模型的探讨找出病害所在及病害产生的原因,提出了桥梁加固与保护所采取的方法。 相似文献
153.
154.
This paper presents a fatigue design method for plug and ring type gas welded joints, which incorporates welding residual
stress effects. A non-linear finite element analysis (FEA) was first performed to simulate the gas welding process. The numerically
predicted residual stresses of the gas welds were then compared to experimental results measured using a hole drilling method.
In order to evaluate the fatigue strength of the plug and ring type gas welded joints, a stress amplitude (σ
a
)
R
taling the welding residual stress of the gas weld into account was introduced and is based on a modified Goodman equation
incorporating the effect of the residual stress. Using the stress amplitude (σ
a
)
R
, the ΔP-N
f
relations obtained from fatigue tests for plug and ring type gas welded joints having various dimensions and shapes were
systematically rearranged into (σ
a
)
R
-N
f
relations. It was found that the proposed stress amplitude (σ
a
)
R
could provide a systematic and reasonable fatigue design criterion for the plug and ring type gas welded joints. 相似文献
155.
Prediction of fatigue life and estimation of its reliability on the parts of an air suspension system 总被引:1,自引:0,他引:1
K. J. Jun T. W. Park S. H. Lee S. P. Jung J. W. Yoon 《International Journal of Automotive Technology》2008,9(6):741-747
Air suspension systems have been implemented in various commercial vehicles, such as buses and special purpose trucks, because
of the comfortable ride and easy height control. An evaluation of the durability of vehicle parts has been required for service
life and safety starting in the early stages of design. The cyclic load applied to the vehicle can cause fatigue failure of
parts, such as the suspension frame. This paper presents a method to predict the fatigue life of the suspension frame at the
design stage of the air suspension system used in a heavy-duty vehicle. To estimate the fatigue life using the SN method,
the Dynamic Stress Time History (DSTH) is necessary for the part of interest. DSTH can be obtained from the results of the
flexible body dynamic analysis using the Belgian road simulation and the Modal Stress Recovery (MSR) method. Furthermore,
the reliability of the predicted fatigue life can be evaluated by considering the variations in material properties. The probability
and distribution of the expected life cycle can be obtained using experimental design with a minimum number of simulations.
The advantage of using statistical methods to evaluate the life cycle is the ability to predict replacement time and the probability
of failure of mass-produced parts. This paper proposes a rapid and simple method that can be effectively applied to the design
of vehicle parts. 相似文献
156.
157.
158.
159.
结合工程实践,对某轻型刚架拱桥的病理进行分析,并对其进行动静载试验研究,提出了危桥的加固改造措施,建立了加固改造后的结构模型,从而论证所采取措施的合理性。 相似文献
160.
为解决因初期支护格栅拱架限制周边眼钻凿精度而引起的隧道周边超欠挖问题,以青岛地铁1号线瓦屋庄站至贵州路站区间工程为例,介绍“长、短眼”控制爆破技术,提出“长、短眼”布置方案,并采用质点峰值振动法和激光隧道断面检测仪分别对“长、短眼”爆破技术产生的围岩损伤范围和隧道超欠挖量进行分析和监测。结果表明: 1)采用“长、短眼”控制爆破技术,Ⅳ级围岩段隧道周边超欠挖控制在150 mm以内,且理论计算每米进尺回填混凝土节省成本7 182元,可提高工程经济效益; 2)长短眼爆破产生的损伤范围为0.29~0.33 m,隧道拱顶沉降、净空收敛量均控制在10 mm以内,施工效果好。 相似文献