Bibliografías temáticas / Plate theory

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Literatura académica sobre el tema "Plate theory"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 25 de julio de 2025

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Artículos de revistas sobre el tema "Plate theory"

1

Shiau, Le-Chung, and Yuan-Shih Chen. "Effects of In-plane Load on Flutter of Homogeneous Laminated Beam Plates with Delamination." Journal of Vibration and Acoustics 123, no. 1 (2000): 61–66. http://dx.doi.org/10.1115/1.1315593.

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The effects of in-plane load on flutter characteristics of delaminated two-dimensional homogeneous beam plates at high supersonic Mach number are investigated theoretically. Linear plate theory and quasi-steady supersonic aerodynamic theory are employed. A simple beam-plate model is developed to predict the effects of in-plane load on flutter boundaries for the delaminated beam plates with simply supported ends. Results reveal that the presence of an in-plane compressive load degrades the stiffness and natural frequencies of the plate and thereby decreases the flutter boundary for the plate. H
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Rogacheva, Nelly, and Yulia Zheglova. "PROBLEM OF PLATE BENDING IN THE MOMENT ASYMMETRIC THEORY OF ELASTICITY." International Journal for Computational Civil and Structural Engineering 19, no. 2 (2023): 71–80. http://dx.doi.org/10.22337/2587-9618-2023-19-2-71-80.

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For a number of materials used in modern practice, calculations according to the classical theory of elasticity give incorrect results. To ensure the reliable operation of structures, there is a need for new theories. At present, of particular interest for practical applications is the asymmetric moment theory of elasticity. In the work, by the method of hypotheses, the three-dimensional equations of the moment asymmetric theory of elasticity are reduced to the equations of the theory of plates. The hypotheses of the theory of plates in the moment theory of elasticity are formulated on the bas
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Deepak, S. A., Rajesh A. Shetty, K. Sudheer Kini, and G. L. Dushyanthkumar. "Buckling analysis of thick plates using a single variable simple plate theory." Journal of Mines, Metals and Fuels 69, no. 12A (2022): 67. http://dx.doi.org/10.18311/jmmf/2021/30097.

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Buckling analysis of thick plates has been carried out herein by using a single variable simple plate theory. Theory used herein is a third order shear deformation plate theory which uses a single displacement function for the complete formulation of plates. Plate formulation is governed by only one governing differential equation. Governing equation of the theory has close resemblance to that of Classical Plate Theory. Thus, plate problems can be solved in the similar lines as in case of classical plate theory. Plate theory used herein does not require a shear correction coefficient. To check
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4

Kim, Jun-Sik, and Maenghyo Cho. "Enhanced First-Order Shear Deformation Theory for Laminated and Sandwich Plates." Journal of Applied Mechanics 72, no. 6 (2005): 809–17. http://dx.doi.org/10.1115/1.2041657.

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A new first-order shear deformation theory (FSDT) has been developed and verified for laminated plates and sandwich plates. Based on the definition of Reissener–Mindlin’s plate theory, the average transverse shear strains, which are constant through the thickness, are improved to vary through the thickness. It is assumed that the displacement and in-plane strain fields of FSDT can approximate, in an average sense, those of three-dimensional theory. Relationship between FSDT and three-dimensional theory has been systematically established in the averaged least-square sense. This relationship pr
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5

Ji, Ming, Yi-Chuang Wu, and Chien-Ching Ma. "In-plane-dominated vibration characteristics of piezoelectric thick circular plates based on higher-order plate theories." Journal of Mechanics 38 (2022): 410–32. http://dx.doi.org/10.1093/jom/ufac034.

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ABSTRACT Numerous engineering applications exist for the piezoelectric effect, which results from the electromechanical coupling between electrical and mechanical fields. In-plane vibrations of piezoelectric plates’ resonance frequencies and associated mode shapes have been thoroughly investigated. However, analytical solutions for in-plane-dominated vibrations of thick piezoelectric circular plates are limited. In this paper, higher-order plate theories for the in-plane-dominated vibration characteristics of piezoelectric circular thick plates under fully clamped and completely free boundary
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6

Toledano, A., and H. Murakami. "A Composite Plate Theory for Arbitrary Laminate Configurations." Journal of Applied Mechanics 54, no. 1 (1987): 181–89. http://dx.doi.org/10.1115/1.3172955.

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In order to improve the accuracy of in-plane responses of shear deformable composite plate theories, a new laminated plate theory was developed for arbitrary laminate configurations based upon Reissner’s (1984) new mixed variational principle. To this end, across each individual layer, piecewise linear continuous displacements and quadratic transverse shear stress distributions were assumed. The accuracy of the present theory was examined by applying it to the cylindrical bending problem of laminated plates which had been solved exactly by Pagano (1969). A comparison with the exact solutions o
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7

CHALLAMEL, NOËL, GJERMUND KOLVIK, and JOSTEIN HELLESLAND. "PLATE BUCKLING ANALYSIS USING A GENERAL HIGHER-ORDER SHEAR DEFORMATION THEORY." International Journal of Structural Stability and Dynamics 13, no. 05 (2013): 1350028. http://dx.doi.org/10.1142/s0219455413500284.

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The buckling of higher-order shear plates is studied in this paper with a unified formalism. It is shown that usual higher-order shear plate models can be classified as gradient elasticity Mindlin plate models, by augmenting the constitutive law with the shear strain gradient. These equivalences are useful for a hierarchical classification of usual plate theories comprising Kirchhoff plate theory, Mindlin plate theory and third-order shear plate theories. The same conclusions were derived by Challamel [Mech. Res. Commun.38 (2011) 388] for higher-order shear beam models. A consistent variationa
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8

Thai, Huu-Tai, Thuc P. Vo, Trung-Kien Nguyen, and Jaehong Lee. "A nonlocal sinusoidal plate model for micro/nanoscale plates." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 228, no. 14 (2014): 2652–60. http://dx.doi.org/10.1177/0954406214521391.

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A nonlocal sinusoidal plate model for micro/nanoscale plates is developed based on Eringen’s nonlocal elasticity theory and sinusoidal shear deformation plate theory. The small-scale effect is considered in the former theory while the transverse shear deformation effect is included in the latter theory. The proposed model accounts for sinusoidal variations of transverse shear strains through the thickness of the plate, and satisfies the stress-free boundary conditions on the plate surfaces, thus a shear correction factor is not required. Equations of motion and boundary conditions are derived
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Murakami, H. "Laminated Composite Plate Theory With Improved In-Plane Responses." Journal of Applied Mechanics 53, no. 3 (1986): 661–66. http://dx.doi.org/10.1115/1.3171828.

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In order to improve the accuracy of the in-plane response of the shear, deformable laminated composite plate theory, a new laminated plate theory has been developed based upon a new variational principle proposed by Reissner (1984). The improvement is achieved by including a zigzag-shaped C0 function to approximate the thickness variation of in-plane displacements. The accuracy of this theory is examined by applying it to a problem of cylindrical bending of laminated plates which has been solved exactly by Pagano (1969). The comparison of the in-plane response with the exact solutions for symm
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Elmardi Suleiman, Osama Mohammed, Mahmoud Yassin Osman, and Tagelsir Hassan. "B EFFECT OF BOUNDARY CONDITIONS ON BUCKLING LOAD FOR LAMINATED COMPOSITE DECKS PLATES." IRAQI JOURNAL FOR MECHANICAL AND MATERIALS ENGINEERING 20, no. 2 (2020): 97–110. http://dx.doi.org/10.32852/iqjfmme.v20i2.491.

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Finite element (FE) method is presented for the analysis of thin rectangular laminatedcomposite decks plates under the biaxial action of in – plane compressive loading. Theanalysis uses the classical laminated plate theory (CLPT) which does not account for sheardeformations. In this theory it is assumed that the laminate is in a state of plane stress, theindividual lamina is linearly elastic, and there is perfect bonding between layers. The classicallaminated plate theory (CLPT), which is an extension of the classical plate theory (CPT)assumes that normal to the mid – surface before deformatio
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Tesis sobre el tema "Plate theory"

1

Kidd, Julie Elizabeth. "Mathematical problems in liquid crystal theory and elastic plate theory." Thesis, University of Strathclyde, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.248570.

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Siddiqui, Faisal Karim. "Extended higher order theory for sandwich plates of arbitrary aspect ratio." Diss., Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/54334.

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In recent years advances in technology have allowed the transition of composite structures from secondary to primary structural components. Consequently, a lot of applications demand development of thicker composite structures to sustain heavier loads. Typical sandwich panels consist of two thin metallic or composite face sheets separated by a honeycomb or foam core. This configuration gives the sandwich panel high stiffness and strength and enables excellent energy absorption capabilities with little resultant weight penalty. This makes sandwich structures a preferred design for a lot of appl
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3

Hafezi, M. H., R. Alebrahim, and T. Kundu. "Crack propagation modeling using Peridynamic theory." SPIE-INT SOC OPTICAL ENGINEERING, 2016. http://hdl.handle.net/10150/622515.

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Crack propagation and branching are modeled using nonlocal peridynamic theory. One major advantage of this nonlocal theory based analysis tool is the unifying approach towards material behavior modeling- irrespective of whether the crack is formed in the material or not. No separate damage law is needed for crack initiation and propagation. This theory overcomes the weaknesses of existing continuum mechanics based numerical tools (e.g. FEM, XFEM etc.) for identifying fracture modes and does not require any simplifying assumptions. Cracks grow autonomously and not necessarily along a prescribed
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Portier, Sarah. "Implementation of Third Order Plate Theory for use in Existing Finite Element Software." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/79680.

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Sandwich plates and layered composites are common in many structural applications because of their combination of high stiffness and low weight. These plates combine top and bottom layers of high Young's modulus with intermediate layers of material carrying predominantly shear loads. Finite elements developed for the analysis of sandwich plates need to accurately model transverse shear stresses through the plate thickness. This study was inspired by an Office of Naval Research project to investigate the suitability of steel sandwich plates as ship hulls. A finite element implementation based o
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Mehta, Parikshit. "Vibrations of thin plate with piezoelectric actuator theory and experiments /." Connect to this title online, 2009. http://etd.lib.clemson.edu/documents/1263400450/.

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Powell, Stephen. "Buckling and postbuckling of prismatic plate assemblies using exact eigenvalue theory." Thesis, Cardiff University, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.691256.

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Kovvali, Ravi Kumar. "A nonlinear theory of Cosserat elastic plates using the variational-asymptotic method." Diss., Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/54342.

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One of the most important branches of applied mechanics is the theory of plates - defined to be plane structural elements whose thickness is very small when compared to the two planar dimensions. There is an abundance of plate theories in the literature modeling classical elastic solids that fit this description. Recently, however, there has been a steady growth of interest in modeling materials with microstructures that exhibit length-scale dependent behavior, generally known as Cosserat elastic materials. Concurrently, there has also been an increased interest in the construction of reduced
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Kiddell, Betty Anne. "Teaching plate tectonics theory from a historical perspective with real world connections." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1996. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq23363.pdf.

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De, Kock Warrick. "Finite element modelling of voided slab bridge decks using orthotropic plate theory." Master's thesis, University of Cape Town, 2015. http://hdl.handle.net/11427/24304.

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Circular voids are often incorporated into concrete bridge decks to reduce their self-weight without greatly reducing the flexural stiffness. Incorporating voids within a slab offers many advantages over a conventional solid concrete slab, for example a lower total cost of construction, reduced material use, and enhanced structural efficiency. The advantages of this topology are obvious, however the voids within the slab complicate the analysis of the structure. The incorporation of the voids within the slab results in different flexural stiffness in the longitudinal and transverse directions,
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Howell, Robert A. "An experimental investigation of the bifurcation in twisted square plates." Thesis, University of British Columbia, 1991. http://hdl.handle.net/2429/29974.

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The bifurcation phenomenon occurring in twisted square plates with free edges subject to contrary self-equilibrating corner loading was examined. In order to eliminate lateral deflection of the test plates due to their own weight, a special loading apparatus was constructed which held the plates in a vertical plane. The complete strain field occurring at the plate centre was measured using two strain gauge rosettes mounted on opposing sides of the plate at the centre. Principal curvatures were calculated and related to corner load for several plates with differing edge length/thickness ratios.
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Libros sobre el tema "Plate theory"

1

Zvi, Garfunkel, ed. Mantle flow and plate theory. Van Nostrand Reinhold, 1985.

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2

Parks, Peggy J. The importance of plate tectonic theory. ReferencePoint Press, Inc., 2016.

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3

Troitsky, M. S. Orthotropic bridges theory and design. 2nd ed. James F. Lincoln Arc Welding Foundation, 1987.

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McMahon, John R. Knot selection for least squares Thin Plate Splines. Naval Postgraduate School, 1987.

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1907-, Belousov V. V., ed. Critical aspects of the plate tectonics theory. Theophrastus, 1990.

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Altenbach, Holm, Svetlana Bauer, Victor A. Eremeyev, Gennadi I. Mikhasev, and Nikita F. Morozov, eds. Recent Approaches in the Theory of Plates and Plate-Like Structures. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-87185-7.

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Jawad, Maan H. Theory and Design of Plate and Shell Structures. Springer US, 1994. http://dx.doi.org/10.1007/978-1-4615-2656-8.

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Jawad, Maan H. Theory and design of plate and shell structures. Chapman & Hall, 1994.

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Toledano, A. A composite plate theory for arbitrary laminate configurations. Office of Naval Research, 1985.

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Jawad, Maan H. Theory and Design of Plate and Shell Structures. Springer US, 1994.

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Capítulos de libros sobre el tema "Plate theory"

1

Elzein, Abbas. "Plate Stability Theory." In Plate Stability by Boundary Element Method. Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-642-84429-4_2.

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Blaauwendraad, Johan. "Plate Membrane Theory." In Plates and FEM. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-3596-7_1.

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Bhaskar, K., and T. K. Varadan Retd. "Classical Plate Theory." In Plates. John Wiley & Sons, Ltd, 2014. http://dx.doi.org/10.1002/9781118894705.ch2.

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Bauchau, O. A., and J. I. Craig. "Kirchhoff plate theory." In Structural Analysis. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2516-6_16.

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Javidinejad, Amir. "Plate Analysis Theory." In Essentials of Mechanical Stress Analysis, 2nd ed. CRC Press, 2023. http://dx.doi.org/10.1201/9781003311218-6.

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Ugural, Ansel C. "Plate-Bending Theory." In Plates and Shells. CRC Press, 2017. http://dx.doi.org/10.1201/9781315104621-5.

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Bhaskar, K., and T. K. Varadan. "Classical Plate Theory." In Plates. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-69424-1_2.

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Steinberg, Lev, and Roman Kvasov. "Cosserat Plate Dynamics." In Cosserat Plate Theory. CRC Press, 2022. http://dx.doi.org/10.1201/9781003190264-4.

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Steinberg, Lev, and Roman Kvasov. "Cosserat Plate Statics." In Cosserat Plate Theory. CRC Press, 2022. http://dx.doi.org/10.1201/9781003190264-3.

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Mittelstedt, Christian. "Plate Buckling." In Theory of Plates and Shells. Springer Berlin Heidelberg, 2023. http://dx.doi.org/10.1007/978-3-662-66805-4_11.

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Actas de conferencias sobre el tema "Plate theory"

1

Wang, C. M., K. H. Lee, and J. N. Reddy. "Buckling of Circular Plates Based on Reddy Plate Theory." In ASME 1997 Turbo Asia Conference. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/97-aa-104.

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Treated herein is the elastic buckling of circular plates based on the Reddy plate theory. This plate theroy extends the Kirchhoff (or the classical thin) plate theory to allow for the effect of transverse shear deformation. Unlike the Mindlin’s shear deformation plate theory, there is no need for a shear correction factor in the Reddy plate theory. In this paper, exact buckling solutions are derived for circular plates whose edges are simply supported and elastically restrained against rotation as well. This general edge condition includes the classical simply supported and clamped edges at t
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2

Bauchau, Olivier A., and Shilei Han. "Advanced Plate Theory for Multibody Dynamics." In ASME 2013 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/detc2013-12415.

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In flexible multibody systems, many components are often approximated as plates. More often that not, classical plate theories, such as Kirchhoff or Reissner-Mindlin plate theory, form the basis of the analytical development for plate dynamics. The advantage of this approach is that it leads to a very simple kinematic representation of the problem: the plate’s normal material line is assumed to remain straight and its displacement field is fully defined by three displacement and two rotation components. While such approach is capable of capturing the kinetic energy of the system accurately, it
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Sutyrin, Vladislav, and Dewey Hodges. "On asymptotically correct plate theory." In 36th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1373.

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Xiang, Y. "BUCKLING OF FOLDED PLATES BASED ON THE MINDLIN PLATE THEORY." In Proceedings of the Second International Conference. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812776228_0012.

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Han, Shilei, and Olivier A. Bauchau. "Three-Dimensional Plate Theory for Flexible Multibody Dynamics." In ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-47249.

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In structural analysis, many components are approximated as plates. More often that not, classical plate theories, such as Kirchhoff or Reissner-Mindlin plate theories, form the basis of the analytical developments. The advantage of these approaches is that they leads to simple kinematic descriptions of the problem: the plate’s normal material line is assumed to remain straight and its displacement field is fully defined by three displacement and two rotation components. While such approach is capable of capturing the kinetic energy of the system accurately, it cannot represent the strain ener
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Guiamatsia, Irene, and Jorn S. Hansen. "A Homogenization-Based Laminated Plate Theory." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-61763.

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A new approach to plate theory is presented which yields a straight-forward yet extremely accurate plate model. The approach yields precise and complete three-dimensional stress and strain states with minimal computational effort. This development is based on the assumption that the plate response characteristics can be represented in terms of far-field stress and strain solutions corresponding to constant, linear, quadratic, , nth degree bending states; such solutions, referred to as Fundamental State Solutions (FS), can be determined uniquely and are independent of boundary conditions. Defin
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Lacorre, P., A. van, J. Thomas, and R. Bouzidi. "A plate theory for inflatable panels." In 10th edition of the conference on Textile Composites and Inflatable Structures. CIMNE, 2021. http://dx.doi.org/10.23967/membranes.2021.044.

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Zhongbao Wang, Shaojun Fang, Shiqiang Fu, and Xiaoming Li. "A wideband stacked plate antenna with a U-shaped ground plane for UHF CMMB repeater." In EM Theory (ISAPE - 2010). IEEE, 2010. http://dx.doi.org/10.1109/isape.2010.5696398.

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Amabili, M., and C. Augenti. "Nonlinear Vibrations of Rectangular Plates With Different Boundary Conditions: Theory and Experiments." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-82425.

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Large-amplitude vibrations of rectangular plates subjected to harmonic excitation are investigated. The von Ka´rma´n nonlinear strain-displacement relationships are used to describe the geometric nonlinearity. A specific boundary condition, with restrained normal displacement at the plate edges and fully free in-plane displacements, not previously considered, has been introduced as a consequence that it is very close to the experimental boundary condition. Results for this boundary condition are compared to nonlinear results previously obtained for: (i) simply supported plates with immovable e
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REDDY, J., E. BARBERO, and J. TEPLY. "A plate bending element based on a generalized laminate plate theory." In 29th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2322.

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Informes sobre el tema "Plate theory"

1

Santos, H. A., J. A. Evans, and T. J. Hughes. Generalization of the Twist-Kirchhoff Theory of Plate Elements to Arbitrary Quadrilaterals and Assessment of Convergence. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada555338.

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Fajgelbaum, Pablo, and Cecile Gaubert. Place-Based Policies: Lessons from Theory. National Bureau of Economic Research, 2025. https://doi.org/10.3386/w33517.

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Coriano, C., and A. R. White. Gauge theory high-energy behavior from J-plane unitarity. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/179293.

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Hart, Carl, and Gregory Lyons. A tutorial on the rapid distortion theory model for unidirectional, plane shearing of homogeneous turbulence. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/44766.

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The theory of near-surface atmospheric wind noise is largely predicated on assuming turbulence is homogeneous and isotropic. For high turbulent wavenumbers, this is a fairly reasonable approximation, though it can introduce non-negligible errors in shear flows. Recent near-surface measurements of atmospheric turbulence suggest that anisotropic turbulence can be adequately modeled by rapid-distortion theory (RDT), which can serve as a natural extension of wind noise theory. Here, a solution for the RDT equations of unidirectional plane shearing of homogeneous turbulence is reproduced. It is ass
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Fonseca, Liliana, Lisa Nieth, Maria Salomaa, and Paul Benneworth. Universities and Place Leadership: a question of agency and alignment. Universiteit Twente - Department of Science, Technology and Policy Studies (STePS), 2021. http://dx.doi.org/10.3990/4.2535-5686.2021.01.

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There is increasing interest in the question of how different stakeholders develop, implement and lead regional upgrading processes with the concept of place leadership emerging as one response to this. Simultaneously, universities face growing expectations that they will contribute to regional development processes – often through their collaborative relationships with other regional stakeholders. But universities are complex in terms of their internal and institutional structures, which undermines their capacities to enact coherent place leadership roles. We seek to understand how strategic
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Egyei, Richmond, Emily Fry, Tasos Kitsos, Dalila Ribaudo, Gregory Thwaites, and Enrico Vanino. The power of place: The role of place in driving regional pay inequalities. The Resolution Foundation, 2025. https://doi.org/10.63492/xnbr307.

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Pay varies dramatically across England. In 2024, average weekly wages range from £610 in Liskeard to £1,130 in London. Is this because high‑earning areas attract inherently higher‑earning people, or because the jobs located there pay more to any worker? Using the Longitudinal Education Outcomes (LEO) dataset, which covers almost every worker born after 1985 who was educated and is now employed in England, we follow early‑career workers (aged 22–36) as they move between jobs, firms and the country’s 155 Travel‑to‑Work Areas (TTWAs). Tracking the same individuals allows us to separate people eff
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Charlie Underwood, Charlie Underwood. Tooth plates in chimaeras and their relationship to teeth in sharks. Experiment, 2016. http://dx.doi.org/10.18258/7163.

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Vladymyrov, Volodymyr. THE PROBABLE PLACE FOR BEING CREATED MASS INFORMATION THEORY BETWEEN OTHER FUNDAMENTAL THEORIES ABOUT IMPACT ON MASS AUDIENCE. Ivan Franko National University of Lviv, 2021. http://dx.doi.org/10.30970/vjo.2021.49.11059.

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The article continues, for the first time in English in domestic science, to study the question of the need to create a new scientific theory – the theory of mass information. For the first time too raises the question of creating, in a place of the current theory of mass communication, a system of sciences including: a) mass information (shpuld be created now in rpoh of mass information), b) the theory of mass understanding (has created as a hermeneutics of the masses), c) the theory of mass communication (has created as a theory of the transfer of content) and the theory of mass emotions (st
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Connor, Robert J., and Cem Korkmaz. Fatigue Categorization of Obliquely Oriented Welded Attachments. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317210.

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In current bridge design specifications and evaluation manuals from the American Association of State Highway and Transportation Officials (AASHTO LRFD) (AASHTO, 2018), the detail category for base metal at the toe of transverse stiffener-to-flange fillet welds and transverse stiffener-to-web fillet welds to the direction of the web and hence, the primary stress) is Category C′. In skewed bridges or various other applications, there is sometimes a need to place the stiffener or a connection plate at an angle that is not at 90 degrees to the web. As the plate is rotated away from being 90 degre
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Schmitz, Richard M. Is There a Place for Operational Deception in the Age of Information Warfare? Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada389731.

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