Full-Scale Trials and Measurement Techniques

Author(s):  
J.S. Carlton
Author(s):  
Minh N. Tran ◽  
Ondrej Muránsky ◽  
Michael R. Hill ◽  
Mitchell D. Olson

In an effort to shed light on accuracy and reliability of finite element (FE) weld modeling outputs, the U.S. Nuclear Regulatory Commission (NRC) and the Electric Power Research Institute (EPRI) have been engaged in a program of cooperative research on weld residual stress (WRS) prediction. The current work presents numerical FE simulation of the WRS in a pressurizer surge nozzle full-scale mockup (Phase 2b), as a part of the broader NRC/EPRI program. Sequentially-coupled, thermo-mechanical FE analysis was performed, whereby the numerical solution from the thermal analysis was used as an input in the mechanical analysis. The thermal analysis made use of a dedicated weld modeling tool to accurately calibrate an ellipsoidal Gaussian volumetric heat source. The subsequent mechanical analysis utilized the isotropic and nonlinear kinematic hardening constitutive models to capture cyclic response of the material upon welding. The modeling results were then validated using a number of measurement techniques (deep hole drilling, contour method, slitting, and biaxial mapping). In addition, an effect of the interpass temperature (i.e. 24.5 °C, 150 °C, and 260 °C) on the final prediction of WRS is discussed.


Author(s):  
Dag Fergestad ◽  
Frank Klæbo ◽  
Jan Muren ◽  
Pål Hylland ◽  
Tom Are Grøv ◽  
...  

This paper discusses the structural challenges associated with high axial temperature gradients and the corresponding internal cross section forces. A representative flexible pipe section designed for high operational temperature has been subject to full scale testing with temperature profiles obtained by external heating and cooling. The test is providing detailed insight in onset and magnitude of relative layer movements and layer forces. As part of the full-scale testing, novel methods for temperature gradient testing of unbonded flexible pipes have been developed, along with layer force- and deflection-measurement techniques. The full-scale test set-up has been subject to numerous temperature cycles of various magnitudes, gradients, absolute temperatures, as well as tension cycling to investigate possible couplings to dynamics. Extensive use of finite element analysis has efficiently supported test planning, instrumentation and execution, as well as enabling increased understanding of the structural interaction within the unbonded flexible pipe cross section. When exploiting the problem by finite element analysis, key inputs will be correct material models for the polymeric layers, and as-built dimensions/thicknesses. Finding the balance between reasonable simplification and model complexity is also a challenge, where access to high quality full-scale tests and dissected pipes coming back from operation provides good support for these decisions. Considering the extensive full scale testing, supported by advanced finite element analysis, it is evident that increased attention will be needed to document reliable operation in the most demanding high temperature flexible pipe applications.


1987 ◽  
Author(s):  
Ian Campbell ◽  
Andrew Claughton

Current Wolfson Unit tank test techniques are described and results presented that demonstrate how reliable data can be obtained from yacht models using simple equipment and measurement systems. The results presented are from models of 12m Yachts tested at both 1:10 and 1:4 scale. The correlation with full scale performance is shown for a 12m Yacht with a conventional keel. The induced and heeled components of resistance, obtained from tests at both scales, are compared for both the conventional and a winged keel. The interpretation of various characteristics in the tank data and the use of flow visualisation and measurement techniques are discussed. Scaling problems are considered and also shown is the influence of sail coefficients on the performance prediction for a 12m Yacht.


Author(s):  
M Fermér

The ventilated brake discs currently used in passenger trains can be replaced with solid discs when drag braking of long duration need not be designed for. This is a conclusion arrived at in the present study where transient temperatures and stresses induced in the disc during drag braking and during single and repeated stop braking are calculated by use of a previously established analytical model. The results are verified through full-scale experiments carried out on a recently built inertia dynamometer. A forged solid steel disc is compared with a standard ventilated cast iron disc. Measurement techniques and various observations are discussed.


Author(s):  
Marina G. Carboni ◽  
Louis Piscitelle ◽  
Barry DeCristofano ◽  
Michael Maffeo ◽  
Ronald Segars ◽  
...  

The goal of this work is to investigate methods to utilize small scale shock tube testing as a screening procedure for the development of primary blast lung injury protective concepts. For this analysis it is critical to understand and appropriately relate the performance of the material system when challenged in a shock tube test to the material performance under full scale explosive testing. Measurement techniques with shock tubes and explosive tests were used to evaluate shock loading of materials and subsequent stress wave transmission in relation to injury criteria identified in the literature. The materials tested included soft and rigid ballistic materials and foam. Shock tube experimentation was performed with a single, flush pressure sensor mounted behind materials. A full scale test device was created that could be used to obtain pressure measurements under a protective material concept during full scale explosive testing. The device was a Modified Blast Test Device (MBTD) of cylindrical shape with pressure sensors mounted flush to the surface on a circle around the device’s circumference. Pressure measurements without materials and behind materials were gathered in all test scenarios for comparison. The pressure data were used to analyze peak pressure, specific impulse, dP/dtmax, normalized work and acoustic wave transmission. Results of the full scale experimental effort are compared with shock tube results.


1983 ◽  
Vol 23 (01) ◽  
pp. 21-32 ◽  
Author(s):  
Dave Glowka

Abstract Measurements of flow field characteristics across the face of a stud-mounted PDC bit have been obtained in a new test facility which simulates downhole flow fields. This facility and the measurement techniques employed to obtain the data are described. Flow tracer tracking and cutter heat transfer coefficient measurements are shown to be valuable in determining flow field characteristics, whereas the utility of the dye injection system tested is low. Three hydraulic configurations for the bit have been tested to determine the effects of nozzle location on bottomhole crossflow velocities and cutter cooling rates. The configuration that provides higher velocities and cooling rates is determined to be the one that employs smaller nozzles located near the center of the bit. Introduction Bit hydraulics is recognized throughout the industry to have significant effects on drilling performance. The major functions of hydraulics in the drilling environment include bottomhole scavenging, chip removal, bit cleaning, and, for drag bits, cutter cooling. Failure to perform these functions adequately leads to reduced drilling rates, excessive energy consumption, decreased bit life, and, consequently, increased drilling costs. The development in recent years of drag bits employing polycrystalline diamond compact (PDC) cutters has created the need for examining the hydraulic designs of these bits in more detail. The flow fields of PDC bits differ significantly from those of roller cone bits, which have been studied extensively for hydraulic performance. For instance, the rock-breaking mechanism of PDC cutters results in the generation of a significant amount of frictional heat. The removal of this heat by hydraulics is essential to prevent thermal The purposes of this paper areto describe a new test facility for assessing, the hydraulic performance of PDC bits,a) discuss the utility of the various measurement techniques employed in this facility,to illustrate the use of acquired data by providing, preliminary optimization of the hydraulic design of a specific bit, andto evaluate the data in terms of the guidance they provide in building analytical and numerical models of the flow field. Approach The complexity of the flow field across the face of a typical multiple-cutter PDC bit significantly reduces the probability of optimizing, hydraulic design through purely analytical means. Measurement of flow field characteristics, therefore, has been assumed necessary in this research to obtain essential data around which optimization procedures can be developed. A test facility has been designed and built for this purpose. As desscribed in the following section, the facility simulates downhole flow fields using a full-scale bit. To simulate bottomhole flow fields adequately in the laboratory, one of two approaches must be taken. The first and most straight forward approach is to use fluids and flow rates identical to those used in the field. The capacity of drilling muds, however, renders these fluids useless in flow visualization tests, which are extremely useful in the investigation of complex flow fields. The second approach circumvents this problem by using the principles of similitude. Similitude is the principle used in fluid mechanics to simulate flow fields around full-scale geometries with smaller-scale models and/or different test fluids. This principle is illustrated by an examination of the nondimensional Navier-Stokes equation for the flow of an incompressible, Newtonian fluid. SPEJ P. 21^


1975 ◽  
Vol 26 ◽  
pp. 87-92
Author(s):  
P. L. Bender

AbstractFive important geodynamical quantities which are closely linked are: 1) motions of points on the Earth’s surface; 2)polar motion; 3) changes in UT1-UTC; 4) nutation; and 5) motion of the geocenter. For each of these we expect to achieve measurements in the near future which have an accuracy of 1 to 3 cm or 0.3 to 1 milliarcsec.From a metrological point of view, one can say simply: “Measure each quantity against whichever coordinate system you can make the most accurate measurements with respect to”. I believe that this statement should serve as a guiding principle for the recommendations of the colloquium. However, it also is important that the coordinate systems help to provide a clear separation between the different phenomena of interest, and correspond closely to the conceptual definitions in terms of which geophysicists think about the phenomena.In any discussion of angular motion in space, both a “body-fixed” system and a “space-fixed” system are used. Some relevant types of coordinate systems, reference directions, or reference points which have been considered are: 1) celestial systems based on optical star catalogs, distant galaxies, radio source catalogs, or the Moon and inner planets; 2) the Earth’s axis of rotation, which defines a line through the Earth as well as a celestial reference direction; 3) the geocenter; and 4) “quasi-Earth-fixed” coordinate systems.When a geophysicists discusses UT1 and polar motion, he usually is thinking of the angular motion of the main part of the mantle with respect to an inertial frame and to the direction of the spin axis. Since the velocities of relative motion in most of the mantle are expectd to be extremely small, even if “substantial” deep convection is occurring, the conceptual “quasi-Earth-fixed” reference frame seems well defined. Methods for realizing a close approximation to this frame fortunately exist. Hopefully, this colloquium will recommend procedures for establishing and maintaining such a system for use in geodynamics. Motion of points on the Earth’s surface and of the geocenter can be measured against such a system with the full accuracy of the new techniques.The situation with respect to celestial reference frames is different. The various measurement techniques give changes in the orientation of the Earth, relative to different systems, so that we would like to know the relative motions of the systems in order to compare the results. However, there does not appear to be a need for defining any new system. Subjective figures of merit for the various system dependon both the accuracy with which measurements can be made against them and the degree to which they can be related to inertial systems.The main coordinate system requirement related to the 5 geodynamic quantities discussed in this talk is thus for the establishment and maintenance of a “quasi-Earth-fixed” coordinate system which closely approximates the motion of the main part of the mantle. Changes in the orientation of this system with respect to the various celestial systems can be determined by both the new and the conventional techniques, provided that some knowledge of changes in the local vertical is available. Changes in the axis of rotation and in the geocenter with respect to this system also can be obtained, as well as measurements of nutation.


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