مقاله انگلیسی رایگان در مورد عملکرد خستگی و ارزیابی اتصالات جوش در پل های خرپای فولادی – الزویر 2018

1- Introduction

2- Experimental program

3- Experimental results and discussion

4- Fatigue resistance evaluation

5- Conclusions

References

Abstract

While welded joints are extensively used in the connections of steel truss bridges, service life of the bridges is largely dependent on the fatigue resistance of the welded joints. Stress concentration and weld residual stress are two primary causes of fatigue damage in the welded joints. In this study, corner-fillet profile (CFP) and ultrasonic impact treatment (UIT) are used to improve the fatigue performance of the welded joints through relieving stress concentration and weld residual stresses, respectively. The fatigue resistance of welded joints is evaluated through experimentation. The results indicate that the use of CFP and/or UIT can alter the initiation location of fatigue crack. The fatigue resistance of welded joints was increased by 24% and 36% by using the CFP and UIT, respectively. The fatigue performance of welded joints was evaluated using three different methods, including the nominal stress method, effective notch stress method, and peak stress method. The peak stress method with a single fatigue resistance curve demonstrated the highest applicability and accuracy.

Introduction

Steel trusses have been extensively used in railway bridges and hybrid highway-railway bridges. Steel truss bridges are typically constructed by assembling prefabricated truss components on site. Fig. 1 (a) and (b) show a representative cross section of a main girder in a hybrid highway-railway bridge. The girder is assembled using different truss components, including the chords, vertical posts, diagonal elements, etc. The components are connected through welding and/or using high-strength bolts. Integrated welded joints (Fig. 1(b)) are usually prefabricated in factory to ensure high welding quality. The welded joints between the flange and gusset plates are subjected to varying tensile stresses and other adverse effects on fatigue resistance, and thus susceptible to fatigue damages. In general, the adverse effects include stress concentration, weld defects and residual stresses at welded joints [1–4]. Under cyclic loading, cracks tend to initiate at the welded joints (Fig. 1(b)) and compromise the long-term durability of the truss bridge. The effects of stress concentration, weld defect and residual stresses on fatigue resistance of welded joints have been investigated [1–9]. The stress concentration of steel truss joints has been studied through finite element analysis [1] and experimentation [2–9]. The geometry of weld joints was optimized, and a corner-filleted profile (CFP) at weld of cruciform joints was recommended to reduce stress concentration [5].