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Relevant bibliographies by topics / Weald

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Academic literature on the topic 'Weald'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 January 2023

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Journal articles on the topic "Weald"

1

Jarzembowski, E. A. "New insects from the Weald Clay of the Weald." Proceedings of the Geologists' Association 102, no. 2 (January 1991): 93–108. http://dx.doi.org/10.1016/s0016-7878(08)80069-7.

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Jarzembowski, E. A. "The Weald Clay of the Weald: report of 1988/89 field meetings." Proceedings of the Geologists' Association 102, no. 2 (January 1991): 83–92. http://dx.doi.org/10.1016/s0016-7878(08)80068-5.

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Hansen, David Lundbek, Søren Bom Nielsen, and Derek J. Blundell. "A Model for the evolution of the Weald." Bulletin of the Geological Society of Denmark 49 (December 2, 2002): 109–18. http://dx.doi.org/10.37570/bgsd-2003-49-09.

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The Weald Basin developed through the Jurassic–Lower Cretaceous as an extensional basin founded upon E–W trending low-angle faults that were probably Variscan thrusts, subsequently reactivated as normal faults. Later, the basin was inverted and uplifted into a broad dome, whilst the London Basin to the north, and the Hampshire–Dieppe Basin to the south, subsided as flanking basins during the late Palaeocene–Eocene. Seismic sections across the Weald indicate that inversion resulted from north-directed stress. A stratigraphic reconstruction based on a N–S profile across the Weald and flanking basins serves as a template for a forward, 2D thermo-mechanical model that simulates the evolution of the Weald Basin through crustal extension and its inversion, and subsidence of the flanking basins, through compression. The model provides a physical explanation for this sequence of events, requiring a region of crust of reduced strength relative to its flanks. This weak region is the location of crustal-scale Variscan thrusts that have been reactivated subsequently. The strong crust on the flanks is essential for the development of flanking basins during inversion and uplift of the Weald.

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Hammersley, G., Henry Cleere, and David Crossley. "The Iron Industry of the Weald." Economic History Review 39, no. 2 (May 1986): 295. http://dx.doi.org/10.2307/2596154.

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Cleland, J. H., H. Cleere, and D. Crossley. "The Iron Industry of the Weald." Britannia 18 (1987): 385. http://dx.doi.org/10.2307/526467.

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Allen, J. R. L. "A Whetstone of Wealden Sandstone from the Roman Villa at Great Holts Farm, Boreham, Essex." Britannia 46 (July 14, 2015): 247–51. http://dx.doi.org/10.1017/s0068113x15000318.

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AbstractExcavated in 1992–4, the villa yielded a portion of a whetstone which, on the basis of general shape, the presence of rebated long edges and microscopic petrography in thin-section, was with little doubt made from a sandstone in the Weald Clay Formation (Lower Cretaceous) of the north-west Weald. It is representative of a widely recorded, major stone-based industry in Roman Britain, with finds known to range from the Channel coast to the northern frontier zone.

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Tsang, Kin Shun, John H. L. Pang, and Hsin Jen Hoh. "Influence of Weld Toe Radii on Fatigue Life Prediction." MATEC Web of Conferences 165 (2018): 22025. http://dx.doi.org/10.1051/matecconf/201816522025.

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A study was carried out to investigate the influence of the weld toe radii on the fatigue strength of butt welded joints loaded in bending and tension. Fatigue analysis starting from weld toe cracks in marine and offshore welded pipe specimens were conducted using cut-out four-point bend fatigue test specimens. Fatigue life can be enhanced by reducing the local stress concentration generated by weld toe radius effects. This study investigated the effect of different weld toe radii on the stress intensity factor at the region of the weld toe through Finite Element Analysis (FEA). FEA was used to model a butt welded steel plate extracted from a pipe subject to tension and four-point bend loading. Semi-elliptical surface (SESC) cracks were modeled at the weld toe region with different SESC crack depth and surface crack length. Four weld toe radii and two modes of loading were investigated. The stress intensity factors, weald toe magnification factors, or Mkc and Mka are reported and used for fatigue life prediction.

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Radley, Jonathan D. "A Wealden guide I: the Weald Sub-basin." Geology Today 22, no. 3 (May 2006): 109–18. http://dx.doi.org/10.1111/j.1365-2451.2006.00563.x.

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Jones, David K. C. "On the uplift and denudation of the Weald." Geological Society, London, Special Publications 162, no. 1 (1999): 25–43. http://dx.doi.org/10.1144/gsl.sp.1999.162.01.03.

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Benton, Ted. "Nature and People in the Weald of England." Capitalism Nature Socialism 31, no. 3 (June 29, 2020): 141–43. http://dx.doi.org/10.1080/10455752.2020.1778243.

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Dissertations / Theses on the topic "Weald"

1

Evans, Andrew Timothy. "Pollen studies on recent sediments in the western Weald." Thesis, King's College London (University of London), 1991. https://kclpure.kcl.ac.uk/portal/en/theses/pollen-studies-on-recent-sediments-in-the-western-weald(18152655-86b6-41ad-a2ba-4a28c10fed65).html.

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Everard, David Alexander. "Composition, structure and processes along woodland gradients in the Weald." Thesis, University of Cambridge, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.385319.

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Clark, Colin Jeremy. "The glass industry in the woodland economy of the Weald." Thesis, University of Sheffield, 2007. http://etheses.whiterose.ac.uk/15153/.

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Bagg, Janet. "Social relations in the Kentish Weald : a computer aided historical study." Thesis, University of Kent, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305055.

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Kaminski, Jaime. "The environmental implications of Romano-British iron production in the Weald." Thesis, University of Reading, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.242399.

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Gardiner, Mark Francis. "Medieval settlement and society in the eastern Sussex Weald before 1420." Thesis, University College London (University of London), 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.434871.

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Higgs, Karen E. "A geochemical and diagenetic study of the Lower Greensand, Weald Basin." Thesis, University of Reading, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.358174.

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Wilkes, Michael. "Basin plumbing dynamics : modelling fluid flow in the Weald Basin, Southern England." Thesis, University of Reading, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.357275.

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Adams, Marcus John. "The hydrogeology and hydrogeochemistry of the Lower Greensand in the Western Weald, U.K." Thesis, University of Reading, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.393840.

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Allen, Barbara Janet. "The acquisition and practice of working-class literacy in the nineteenth-century Sussex Weald." Thesis, University of Sussex, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.426287.

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Books on the topic "Weald"

1

Council, Further Education Funding. Weald College: Report from the Inspectorate. Coventry: Further Education Funding Council, 1995.

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Catriona, Mulligan, ed. The Downs and Weald. London: Printwise, 1993.

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3

The weald of youth. Boston: Faber and Faber, 1986.

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The Kent & Sussex Weald. Chichester, West Sussex: Phillimore, 2003.

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Catriona, Mulligan, ed. The Downs and Weald. London: Ward Lock, 1990.

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6

Hawk of the Weald. London: Hale, 1987.

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Journey through the Weald. London: Hale, 1986.

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8

map, Ordnance Survey. Maidstone & the Weald of Kent. Southampton: Ordnance Survey, 1996.

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9

Savidge, Alan. Wadhurst: Townof the High Weald. Gillingham: Meresborough, 1988.

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10

John, Newman. West Kent and the Weald. 2nd ed. New Haven, Conn: Yale University Press, 2000.

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Book chapters on the topic "Weald"

1

Jones, David K. C. "The Weald." In World Geomorphological Landscapes, 73–101. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-38957-4_5.

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Duszyński, Filip, and Piotr Migoń. "Sandstone Landforms of the High Weald." In World Geomorphological Landscapes, 103–18. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-38957-4_6.

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3

Thomas, Gabor. "Downland, Marsh, and Weald: Monastic Foundation and Rural Intensification in Anglo-Saxon Kent." In Cultural Encounters in Late Antiquity and the Middle Ages, 349–76. Turnhout: Brepols Publishers, 2016. http://dx.doi.org/10.1484/m.celama-eb.5.108750.

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Gooch, Jan W. "Weld." In Encyclopedic Dictionary of Polymers, 809. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_12778.

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Connor, Leonard P. "Weld Quality." In Welding Handbook, 349–83. London: Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-10624-0_11.

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Silva, Cleiton C. "Weld Overlay." In Encyclopedia of Tribology, 4094–101. Boston, MA: Springer US, 2013. http://dx.doi.org/10.1007/978-0-387-92897-5_708.

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7

Sklar, Kathryn Kish. "Theodore Weld." In Women’s Rights Emerges within the Antislavery Movement, 1830–1870, 127–28. New York: Palgrave Macmillan US, 2000. http://dx.doi.org/10.1007/978-1-137-04527-0_27.

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Berger, Roland, David Grusky, Tobias Raffel, Geoffrey Samuels, and Christopher Wimer. "William Weld." In The Inequality Puzzle, 125–31. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-15804-9_12.

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Kerkstra, Randy, and Steve Brammer. "Weld Lines." In Injection Molding Advanced Troubleshooting Guide, 471–80. München: Carl Hanser Verlag GmbH & Co. KG, 2018. http://dx.doi.org/10.3139/9781569906460.047.

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Gooch, Jan W. "Weal Yarn." In Encyclopedic Dictionary of Polymers, 806. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_12743.

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Conference papers on the topic "Weald"

1

Bassey, Bassey Okon, and Ekpenyong Anakiri Ana. "Shale Gas Development Potentials of the Jurassic Weald and Wessex Basins, South-East England: A Techno-Economic Evaluation." In Unconventional Resources Technology Conference. Tulsa, OK, USA: American Association of Petroleum Geologists, 2021. http://dx.doi.org/10.15530/urtec-2021-5493.

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Mohr, William, Randy Bowers, Tarsem Jutla, and Lyle Gunnell. "Improving Fillet Weld Fatigue Performance by Improving Weld Shape." In SAE Earthmoving Industry Conference & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1998. http://dx.doi.org/10.4271/981509.

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Brust, F. W., G. Wilkowski, D. J. Shim, T. Zhang, and E. Kurth. "Weld Distortion Control Methods and Applications of Weld Modeling." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-78113.

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Computational weld modeling is challenging because many of the processes of welding are highly nonlinear. Material melts and re-solidifies, very high transient thermal gradients are experienced, non-linear temperature dependent plastic straining and phase transformations can occur, among other sources of nonlinearity. Moreover, for weld modeling to have practical advantages in industrial production, computational solution times must be manageable since an optimum weld design of large, complex fabrications requires numerous separate analyses. Weld modeling technology is now advanced to where it can have an important impact on numerous fabricated structures. These include nuclear power plant components in commercial nuclear plants and nuclear ship structures, including Aircraft Carriers, Submarines, and Destroyers. The benefits of weld modeling include: • Significantly reduced Fabrication Costs. • Life cycle cost reduction from improved corrosion, and fatigue performance and damage reduction enhancement. • Elimination of non-valued added re-work fabrication costs. • Improve readiness by speeding the time from conception to service for new designs. • Outreach program to continue paradigm shift improvements in welded fabrications. Weld distortion control must be performed on three dimensional models. Here, extensive full-scale experiments have validated the accuracy and predictive power of models. It can be used to reduce fabrication cost and improve quality by minimizing and controlling distortions. Several application examples are presented to illustrate how to apply this tool in welded structure design and manufacture.

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Lee, Seung-gun, and Youngho Son. "A Study on Weld Residual Stress Relaxation by Local Post Weld Heat Treatment for Circumferential Weld." In 2014 22nd International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/icone22-31083.

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Weld residual stress is a troublesome problem in nuclear power plant, because it can accelerate crack growth in weld region. For low alloy steel, Post Weld Heat Treatment (PWHT) is essentially needed to relieve residual stress and to temper the hard regions in the heat affected zone (HAZ). Local PWHT is used when it is impractical to heat the whole component in a furnace. The rules and practices of related codes and standards, such as ASME and AWS, associated with local PWHT are quite different. For example, according to ASME Section III, the minimum width of heated band at each side of the weld shall be the thickness of the weld or 2 in., whichever is less. While, according to ASME B31.1, the width of heated band shall be at least three times the wall thickness at the weld of the thickest part being joined. In this paper, the status of the related code and standard associated with local PWHT is briefly summarized, and baseline information on local PWHT is explained based on FEA (Finite Element Analysis) results and optimized local PWHT parameter is suggested to support current code of practices.

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Mueller, R. E., J. A. Hopkins, V. V. Semak, and M. H. McCay. "Weld seam tracking and lap weld penetration monitoring using the optical spectrum of the weld plume." In ICALEO® ‘96: Proceedings of the Laser Materials Processing Conference. Laser Institute of America, 1996. http://dx.doi.org/10.2351/1.5059029.

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Han, Xiaoli, Wentao Wu, and Ling Xiao. "Effect of Spot Weld Indentation on Spot Weld Nugget Characterization." In 2018 IEEE International Ultrasonics Symposium (IUS). IEEE, 2018. http://dx.doi.org/10.1109/ultsym.2018.8579688.

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Savic, Vesna, and Simon Xu. "Fixed Weld Reduction Method for Optimal Spot Weld Pattern Design." In SAE 2003 World Congress & Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2003. http://dx.doi.org/10.4271/2003-01-1304.

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Chang, Chia-Lung, and Yen-Hung Chen. "Weld Contour Measurement of Fillet Weld by Reverse Engineering Technique." In ASME 7th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2004. http://dx.doi.org/10.1115/esda2004-58387.

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The external geometry of the fillet weld plays an important role in the strength of the weld. Two factors that influence the external geometry of the fillet weld are weld size and profile. The fillet weld must be made to the weld size and profile as specified in the welding code. Unacceptable profile not only is a defect of the weld but also produces stress risers that reduce the fatigue strength. Insufficient weld that reduces the cross sectional area of weld throat may cause premature failure. Visual inspection and weld gages are two most widely used simple tools to provide a rapid assessment of the external geometry of the fillet weld. In this study, the reverse engineering technique, which a laser scanning system integrates with CAD software, is used to provide a more accurate measurement of the weld contour. The weld samples were made of low-carbon steel plates with T-joint using CO2 welding. The weld volume, weld size and convexity were determined from CAD model to evaluate the weld quality. The reverse engineering technique provides a more accurate and efficient method to inspect the external geometry of fillet weld.

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Dennis, R. J., N. A. Leggatt, M. C. Smith, and P. J. Bouchard. "R6 Weld Modelling Guidelines: Application to Groove Weld Worked Example." In ASME 2010 Pressure Vessels and Piping Division/K-PVP Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/pvp2010-25775.

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Weld modelling guidelines have recently been developed as part of a new section of the R6 integrity assessment procedure, which is used in the UK nuclear power industry. The intention is to improve the consistency of weld modelling procedures, the accuracy of predicted residual stress profiles and confidence in their use for defect tolerance assessments. The first issue of these guidelines is applicable to austenitic stainless steel joints produced using arc welding processes. The components of interest are mainly thick section nuclear pressure vessels and pipe welds where distortion is not the key issue. Recommendations made in the guidelines are largely based on residual stress analysis methods, validated by measurements on a range of weld mock-ups, developed over several years in support of British Energy projects. The guidelines themselves are divided into two main parts. The procedure itself defines the weld residual stress analysis steps and identifies the key modelling decisions to be made. A much larger section then follows, providing advisory notes on how to make key modelling decisions, with reference to supporting documents and three appendices. The purpose of this paper is to describe the application of the guidelines to a typical weld residual stress assessment. This is in the form of a worked example which details the step-by-step application of the guidelines and describes the key modelling decisions that were made at each step of the procedure. The worked example is for a three bead groove weld specimen. This specimen is an austenitic stainless steel plate with a groove running along the entire length of the plate. The groove is filled with three stringer weld beads.

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Ku, Francis H., Christopher S. Lohse, David G. Dijamco, Charles J. Fourcade, Richard L. Bax, and Nathaniel G. Cofie. "Post Weld Overlay Residual Stresses in Dissimilar Metal Welds Considering Various Butt Weld and Weld Repair Fabrication Sequences." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-78091.

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Weld overlays have been used to repair or mitigate stress corrosion cracking (SCC) in both boiling water reactor (BWR) and pressurized water reactor (PWR) nozzle-to-pipe dissimilar metal welds (DMW). One of the contributing factors to SCC is the high tensile residual stresses produced during the fabrication of the original butt weld, especially when local weld repairs were present during the welding process. In analytical simulations to determine the post weld overlay residual stresses, complete simulation of the original butt weld, weld repair and the overlay is desired. However, to reduce the computational effort, it is commonly assumed that the weld repair stresses overwhelm the original butt weld residual stresses such that the original butt weld need not be simulated and only the weld repair is simulated before the application of the overlay. Questions have also been raised as to why the butt weld and/or the weld repair need to be simulated since it is assumed that both of these fabrication processes would be overcome by the weld overlay process. This paper investigates three fabrication sequences in order to determine their effect on the post weld overlay residual stresses: (1) the butt weld is simulated followed by a weld repair and then the weld overlay is applied; (2) the butt weld is simulated followed by the weld overlay with no consideration of a weld repair; (3) the butt weld is not simulated but a weld repair is assumed and the weld overlay is applied. Five different nozzle-to-pipe size configurations were used in the study to determine the effect of pipe size on the three fabrication sequences described above. The investigation indicates that the post weld overlay residual stresses for Cases 1 and 3 are similar and hence simulation of the weld repair alone (without the butt weld simulation) prior to simulating the weld overlay is a reasonable assumption. However, not simulating the weld repair (corresponding to Case 2) may provide different residual stress distribution.

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Reports on the topic "Weald"

1

Doersksen, R. E., and David L. Malmquist. Weld Shrinkage Study. Fort Belvoir, VA: Defense Technical Information Center, December 1993. http://dx.doi.org/10.21236/ada457049.

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Stepanek, G. Spot Weld Test Pull. Office of Scientific and Technical Information (OSTI), December 1985. http://dx.doi.org/10.2172/1030020.

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Cunningham, M. Weld Wire Investigation Summary. Office of Scientific and Technical Information (OSTI), March 1999. http://dx.doi.org/10.2172/4735.

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Kane, S., A. Farland, K. Warburton, and S. Mulhall. RHIC Dipole Longitudinal Weld Evaluation. Office of Scientific and Technical Information (OSTI), July 1993. http://dx.doi.org/10.2172/1119184.

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Dodson, K. E., and D. Riley. LLNL PuPS Weld Qualification Plan. Office of Scientific and Technical Information (OSTI), August 2001. http://dx.doi.org/10.2172/15005552.

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Chin, B. A. Weld penetration and defect control. Office of Scientific and Technical Information (OSTI), May 1992. http://dx.doi.org/10.2172/5198665.

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Ferry, Bob. Signal Feedthrough Box Weld Procedure. Office of Scientific and Technical Information (OSTI), November 1987. http://dx.doi.org/10.2172/1030696.

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Grossbeck, M. L., and R. W. Odom. Feasibility of correlating V-Cr-Ti alloy weld strength with weld chemistry. CRADA final report. Office of Scientific and Technical Information (OSTI), June 1998. http://dx.doi.org/10.2172/654030.

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Korinko, P., K. kfaraone, D. Hitchcock, and A. Mcwilliams. FABRICATION OF ENHANCED PINCH WELD ELECTRODES. Office of Scientific and Technical Information (OSTI), September 2018. http://dx.doi.org/10.2172/1475277.

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Kane, S., A. Farland, and M. Anerella. RHIC Dipole End Volume Weld Evaluation. Office of Scientific and Technical Information (OSTI), March 1995. http://dx.doi.org/10.2172/1119212.

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