Determination of the critical loading conditions for bridges under crossing trains

2011 ◽  
Vol 33 (2) ◽  
pp. 320-329 ◽  
Author(s):  
Alessandra Zambrano
Author(s):  
Sven H. Reese ◽  
Johannes Seichter ◽  
Dietmar Klucke

The influence of LWR coolant environment to the lifetime of materials has been discussed recent years. Nowadays the consideration of environmentally assisted fatigue is under consideration in Codes and Standards like ASME and the German KTA Rules (e.g. Standard No. 3201.2 and Standard No. 3201.4) by means of so called attention thresholds. Basic calculation procedures in terms of quantifying the influence of LWR coolant environment by the Fen correction factor were proposed by Higuchi and others and are given in NUREG/CR-6909. This paper deals with the application of the proposed assessment procedures of ANL and the application to plant conditions. Therefore conservative assessment procedures are introduced without assuming the knowledge of detailed stress and strain calculations or temperature transients. Additionally, detailed assessment procedures based on Finite-Element calculations, respecting in-service temperature measurements including thermal reference transients and complex operational loading conditions are carried out. Fatigue evaluation of a PWR primary circuit component is used in order to evaluate the influence of plant like conditions numerically. Conclusions regarding the practical application are drawn by means of comparing the ANL approach considering laboratory conditions, conservative assessment procedures for the determination of cumulative fatigue usage factors of plant components and detailed assessment procedures. Plant like loading conditions, complex component geometries, loading scenarios and reference temperature transients shall be taken into account. Practical issues like the determination of the mean temperature or the strain rate have to be considered adequately.


1996 ◽  
Author(s):  
F. Akgun ◽  
D. Estrella ◽  
S. Rahman ◽  
B. Mitchell ◽  
A. Eustes

1941 ◽  
Vol 45 (368) ◽  
pp. 278-280
Author(s):  
Jean Drymael

SummaryIt often happens that in a plane truss all joints are not transversely stiffened. If one joint of the compressed girder of a beam is free, the girder is liable to fail by buckling perpendicular to the plane of the truss, between the adjacent joints. The chart given here enables a rapid determination of the critical loading to be made. The compression and moment of inertia are assumed constant along the length of each bay, but may be different in the two bays.


2012 ◽  
Vol 45 ◽  
pp. S100
Author(s):  
Patrik Christen ◽  
Bert van Rietbergen ◽  
Ingrid Knippels ◽  
Ralph Müller ◽  
G. Harry van Lenthe ◽  
...  

1997 ◽  
Author(s):  
Vance Behr ◽  
Paul Clements ◽  
Mendel Silbert ◽  
Vance Behr ◽  
Paul Clements ◽  
...  

1985 ◽  
Vol 52 (1) ◽  
pp. 13-18 ◽  
Author(s):  
C.-C. Chu

The elastic interaction between a crack and a fiber is studied for various loading conditions. Generalized from earlier work by Greif and Sanders, the present formulation is valid for arbitrary relative orientation between the crack and the fiber. Helpful design information, such as the critical loading condition and the critical fiber orientation to trigger a certain failure mode, is therefore attainable. The fundamental solutions, each associated with proper parameters and proper boundary conditions, can also be superposed to model more realistic problems.


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