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81.
82.
U71 Mn 50 kg·m-1普通碳素钢钢轨疲劳裂纹扩展速率试验研究 总被引:2,自引:0,他引:2
根据室内对U71Mn50kg·m-1普通碳素钢钢轨按三点弯曲标准进行的试验,测定该钢轨的疲劳裂纹扩展速率,即裂纹扩展深度a及其对应的循环次数N值。利用中值法求得裂纹扩展深度对循环次数的微分值。根据断裂理论求得相应的裂纹前沿应力强度因子幅度ΔK。根据Paris公式,对以上两值取自然对数进行线性回归分析,确定该公式中U71Mn50kg·m-1普通碳素钢钢轨疲劳裂纹扩展速率的两个材料常数C为3 8771×10-12,m为3 6343。 相似文献
83.
在气候变暖和人类活动的共同作用下,多年冻土层上限逐渐下移.现依托青海某高速公路上的一座中桥,在不同冻土层上限位置方案下对其桩基轴向承载性能进行数值模拟,通过将模拟计算出的桩基轴向承载性能指标进行对比分析,得到多年冻土区桥梁桩基轴向承载性能指标随冻土层上限下移的变化规律.其成果可为多年冻土区桥梁桩基的设计、施工与加固处理提供一定参考. 相似文献
84.
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
85.
结合石忠高速公路高液限土路堑边坡特殊的工程性质,利用FLAC对边坡进行了前期稳定性分析;得到了一定坡度下坡高与安全系数的拟合关系式及一定坡度下边坡的临界高度,为沿线路堑边坡的稳定性评价提供理论依据。分别模拟了削坡和挡土墙处治边坡的过程,并对边坡的稳定性及处治效果做出评价,为采用合理的处治措施提供依据。 相似文献
86.
87.
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
88.
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
89.
高液限土是一种对工程有害的特殊土。为了处治高液限土地基,对室内土工离心模型试验进行分析,利用离心机产生离心力场,提高模型土体的体积力,形成人工重力。模拟高液限土地基在碎石桩处理后的固结性状,观测地基模型的变形和沉降。试验结果表明,碎石桩复合地基措施确实能改善地基的受力和变形性状,极大增强地基的稳定性。 相似文献
90.
Variable speed limit (VSL) and ramp metering (RM) affect freeway traffic operations in different ways and, accordingly, result in different effects on system travel time. The primary objective of this study is to propose an analytical procedure to help determine which control measure should be selected given different freeway bottlenecks and traffic conditions. The bottlenecks considered included an isolated merge bottleneck, a merge bottleneck with a closely spaced upstream off-ramp, and a diverge bottleneck with a closely spaced upstream on-ramp. Two RM and a VSL control strategies were considered, including the ALINEA, ALINEA/Q and feedback based VSL. The maximum achievable improvements in system efficiency by various control measures were calculated and the results were tested using modified cell transmission models. A coordinated control strategy that combined ALINEA/Q and VSL control was also proposed. The effects of VSL and RM control on system travel time at different freeway bottleneck areas were compared to identify the applicable conditions of different control measures. The analytical procedure was proposed for the selection of control measures at different bottlenecks and the ex-ante estimation of control effects were also discussed. 相似文献