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Relevant bibliographies by topics / Structural analysis of plates

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Academic literature on the topic 'Structural analysis of plates'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Structural analysis of plates"

1

Subramanyam. B et al.,, Subramanyam B. et al ,. "Thermo structural Analysis of Structural Plates." International Journal of Mechanical and Production Engineering Research and Development 8, no. 1 (2018): 93–100. http://dx.doi.org/10.24247/ijmperdfeb201810.

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King, R. L. "Structural Analysis of Laminated Anisotropic Plates." Composites 19, no. 5 (1988): 411. http://dx.doi.org/10.1016/0010-4361(88)90131-0.

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Adams, Robert D. "Structural analysis of laminated anisotropic plates." Composites Science and Technology 32, no. 2 (1988): 158–59. http://dx.doi.org/10.1016/0266-3538(88)90005-x.

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Craddock, J. N. "Structural analysis of laminated anisotropic plates." Materials Science and Engineering: A 114 (July 1989): 217–18. http://dx.doi.org/10.1016/0921-5093(89)90866-6.

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Yu, Gui Wen. "Reliability Analysis of Wood-Plastic Structural Plates." Applied Mechanics and Materials 101-102 (September 2011): 1074–77. http://dx.doi.org/10.4028/www.scientific.net/amm.101-102.1074.

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The wood-plastic structural plates, which were made of polyethylene (PE) and poplar powder, were used in decking as a structural material. It is of great significance to analyze the material reliability for the safety in service. In this paper, the modulus of elasticity and static bending strength of specimens were obtained through test, the first order second moment method (FOSM) was used to analyze the reliability of the wood-plastic structural plates. The result showed that the wood-plastic structural plates have a better reliability, and the reliability of the wood-plastic structural plates was related to the thickness of the specimens.

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Bocko, Jozef, Peter Sivák, Ingrid Delyová, and Štefánia Šelestáková. "Modal Analysis of Circular Plates." Applied Mechanics and Materials 611 (August 2014): 245–51. http://dx.doi.org/10.4028/www.scientific.net/amm.611.245.

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In engineering practice, some of the structural elements take the form of a thin planar plate. For such elements, it is sometimes important to consider dangerous condition of resonance. A structural element cannot operate in the range of resonant frequencies. It is therefore necessary to determine natural frequencies and normal modes of vibration of such structural elements. Parts of the paper are the results of the analysis of natural frequencies and normal modes of vibration using FEM program Cosmos. The subject of the analysis was a thin flat circular plate considered in three modifications, i.e. free thin circular plate without hole, a thin circular plate without hole, clamped on the outer periphery, a thin circular plate with a hole, clamped on the outer and inner circumference. At the same time, Chladni patterns were obtained. They were created using the Matlab system and extraction of the outputs of the Cosmos program.

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Mathews, Mervin Ealiyas, and Shabna M.S. "Thermal-Static Structural Analysis of Isotropic Rectangular Plates." IOSR Journal of Mechanical and Civil Engineering 11, no. 5 (2014): 36–45. http://dx.doi.org/10.9790/1684-11523645.

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Hinton, E. "Analysis of shells and plates." Engineering Structures 11, no. 2 (1989): 127. http://dx.doi.org/10.1016/0141-0296(89)90022-9.

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Gokul, P. V., Bennet Kuriakose, and Salini Theres N. Kurian. "Numerical Analysis of Thin Plates with Holes." Applied Mechanics and Materials 857 (November 2016): 154–58. http://dx.doi.org/10.4028/www.scientific.net/amm.857.154.

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Plates are the important structural members finding applications in the field of structural engineering, ship technology and aerospace engineering. Holes are often provided in the plates for the purpose of services and aesthetics. Pitting corrosion can also induce holes on the plates, thereby inducing stress concentration and redistribution of stress around the hole. In this paper, the popular finite element software ANSYS is used for the static analysis of thin plates with holes. The influence of shape and size of the hole on the stress distribution of plate is also analysed. The study can form foundation for strength assessment of steel plates with holes, especially residual strength of plates subjected to pitting corrosion.

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S, Manavalan, Hulendra Kumar, Bharath Kumar, Raviteja M, and Israfil Ali. "Structural and Thermal Analysis of Disc Plate." International Journal of Psychosocial Rehabilitation 23, no. 4 (2019): 408–18. http://dx.doi.org/10.37200/ijpr/v23i4/pr190200.

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Dissertations / Theses on the topic "Structural analysis of plates"

1

Abdel-Khalk, Mohamed Farag. "The analysis of sandwich beams and plates." Thesis, University of Salford, 1990. http://usir.salford.ac.uk/26489/.

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This thesis is concerned with the linear and non-linear bending analysis of sandwich beams and plates with flexible cores and thick or profiled metal faces. the project commences with a review of previous work in structural aspects of sandwich construction. It reveals that analytical solutions have been obtained for a small number of simply supported and continuous sandwich beams with equal spans subjected to simple cases of loading. Due to the increasing popularity of such panels in the building industry, there have been demands for more general solutions. Therefore, the purpose of the first part of the present investigation is to find explicit solutions for both single and multispan sandwich beams subject to various cases of loading. The analysis of sandwich beams subject to combined uniform transverse load and compressive or tensile axial load is also presented. Furthermore, simple expressions are presented for the analysis of sandwich beams continuous over supports subject to settlement. This is followed by the derivation of more general solutions for sandwich beams with arbitrary loading and boundary conditions using the finite element technique. The method is exact because the solutions of the governing differential equations are used to derive the element stiffness matrices for sandwich beams subject to combined bending and axial loads. Attention is first confined to the general case of panels with profiled faces, followed by the analysis of panels with plane faces as a special case. Some tests for sandwich panels subject to axial compressive load are presented and the results compared with the theoretical values. In the second part of the investigation, the analysis of sandwich plates is considered. The general equations presented by Alien were first redeveloped in a different way. Then, the buckling and bending analysis of orthotropic rectangular sandwich panels with all edges simply supported and subject to uniform lateral and edge loads is presented. This analysis was based on a series solution of the governing differential equations. Expressions for determining the deflection, stress resultants and critical buckling load of such panels are also presented. This is followed by the linear and geometrically non-linear finite element analysis of multi-layer plates. The formulations were incorporated in existing, modified and new elements for the analysis of three and five layer plates. Finally, the thermal and flexural analysis of sandwich panels is carried out using a three dimensional composite element. Several illustrative examples are also presented to demonstrate the accuracy and versatility of the various formulations.

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Debbih, Mohammed. "Boundary-element stress analysis of thin and thick plates." Thesis, Cranfield University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.238696.

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Williams, Karen Margaret. "Design, analysis and testing of non metallic rockbolt bearing plates." Thesis, Sheffield Hallam University, 1998. http://shura.shu.ac.uk/20543/.

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Non metallic bearing plates have been identified as the weakest component in GRP rockbolting systems used in UK coal mines. A literature review revealed a shortage of information on the design of rockbolting components, particularly the design of the non metallic bearing plates. Over twenty parameters concerning the design and testing of non metallic rockbolt bearing plates have been investigated using Finite Element Analysis and laboratory testing. The parameters included bearing plate depth, central hole diameter, external diameter, material, coned angle for both solid and webbed bearing plates. The designs have been evaluated by comparing the load/plate volume to consider the efficient use of the material. The experiments were designed using Taguchi and one factor at a time methodologies. Interactions between some parameters have been investigated. Reasons for the observed effect of parameters have been suggested. A modification of the BS 7861 test is proposed which more closely simulates the colliery failure mechanism and hence gives a better measure of a bearing plate's suitability for use in a coal mine. The modified test uses a 100 mm hole in the steel support plate as specified by American Standard F432 for steel rockbolt bearing plates, not the 55 mm hole as specified by BS 7861.Optimum values for important parameters have been determined for a 100 mm hole in the steel support plate as proposed in this research and for the 55 mm hole diameter specified by BS 7861. The results produced can be used to design a bearing plate for use in a coal mine with optimum depth and coned angle.

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Osman, Mahmoud Yassin. "Analysis of rectangular composite plates under static lateral loading." Thesis, Lancaster University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305779.

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Pelletier, Jacob Leo. "Thermoelastic Analysis and Optimization of Functionally Graded Plates and Shells." Fogler Library, University of Maine, 2005. http://www.library.umaine.edu/theses/pdf/PelletierJL2005.pdf.

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Khazaeinejad, Payam. "Fundamental solutions for beams, plates, and shells under thermomechanical actions." Thesis, University of Edinburgh, 2016. http://hdl.handle.net/1842/19575.

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As the engineering profession moves from prescriptive or “deemed-to-satisfy” approaches towards design methodologies based on quantification of performance, sophisticated modelling tools are increasingly needed, especially when complex combinations of demand and capacity are encountered. Recourse is invariably made to advanced computational tools to provide high fidelity solutions to large and complex problems, such as the response of structural systems or components to thermomechanical actions. Software packages based on the finite element method are most commonly used for such analyses. There are some essential prerequisites to effective use of advanced computational software for complex nonlinear problems, which are often ignored, particularly in professional practice. These include a thorough understanding of the underlying mechanics of the problem under consideration; a good appreciation of the approximation methods for modelling the problem properly (e.g. the choice between elements, continuum or structural, low or high order interpolation, degree of mesh refinement necessary and so on); and perhaps most importantly ensuring that the software is reliable and is able to reproduce established fundamental solutions to an acceptable degree of accuracy. This thesis attempts to address most of these issues but focusses primarily on the last mentioned prerequisite and provides a range of novel and unprecedented fundamental solutions for beams, plates, and shallow shells subject to moderate or extreme thermomechanical loads such as those resulting from a fire. Geometric and material nonlinearities are included in the proposed formulations along with the most common idealised boundary conditions. Thermally induced deformations generate large displacements and require the solutions to account for geometric nonlinearity, while material nonlinearity arises from the degradation of the material at elevated temperatures. In the context of structural performance under extreme thermal action (such as fire), a finite element procedure is employed to analytically characterise generic temperature distributions through the thickness of a structural component arising from different types of fire exposure conditions including: a “short hot” fire leading to a high compartment temperature over a relatively short duration; and a “long cool” fire with lower compartment temperatures, but over a longer duration. Results have shown that despite the larger area under the long cool fire time-temperature curve, which traditionally represented the fire severity, the effect of the short hot fire on the nonlinear responses of beams, plates, and shallow shells is more pronounced. Also, the effect of temperature-dependent material properties is found to be more pronounced during the short hot fire rather than the long cool fire. Comparison studies have confirmed that while the current numerical and theoretical approaches for analysing of thin plates and shells are often computationally intensive, the proposed approach offers an adequate level of accuracy with a rapid convergence rate for such structures. The solutions developed can be used to: verify software used for modelling structural response to thermomechanical actions; help students and professionals appreciate the fundamental mechanics better; provide relatively quick solutions for component level analyses; and visualise internal load paths and stress trajectories in complex structural components such as composite shells that can help engineers develop deeper insights into the relevant mechanics. The formulations developed are versatile and can be used for other applications such as laminated composite or orthotropic shallow shells. A very significant by-product of developing such fundamental solutions is their potential use in the development of highly accurate hybrid elements for very efficient modelling of large problems. While this has not been fully developed and implemented in the current work, the requisite theoretical framework has been developed and reported in one of the appendices, which can be used to develop such elements and implement on an appropriate software platform.

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Zhang, Yingshun. "The use of numerical layerwise theory in the analysis of composite plates." Thesis, University of South Wales, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.289398.

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Koko, Tamunoiyala Stanley. "Super finite elements for nonlinear static and dynamic analysis of stiffened plate structures." Thesis, University of British Columbia, 1990. http://hdl.handle.net/2429/30723.

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The analysis of stiffened plate structures subject to complex loads such as air-blast pressure waves from external or internal explosions, water waves, collisions or simply large static loads is still considered a difficult task. The associated response is highly nonlinear and although it can be solved with currently available commercial finite element programs, the modelling requires many elements with a huge amount of input data and very expensive computer runs. Hence this type of analysis is impractical at the preliminary design stage. The present work is aimed at improving this situation by introducing a new philosophy. That is, a new formulation is developed which is capable of representing the overall response of the complete structure with reasonable accuracy but with a sacrifice in local detailed accuracy. The resulting modelling is relatively simple thereby requiring much reduced data input and run times. It now becomes feasible to carry out design oriented response analyses. Based on the above philosophy, new plate and stiffener beam finite elements are developed for the nonlinear static and dynamic analysis of stiffened plate structures. The elements are specially designed to contain all the basic modes of deformation response which occur in stiffened plates and are called super finite elements since only one plate element per bay or one beam element per span is needed to achieve engineering design level accuracy at minimum cost. Rectangular plate elements are used so that orthogonally stiffened plates can be modelled. The von Karman large deflection theory is used to model the nonlinear geometric behaviour. Material nonlinearities are modelled by von Mises yield criterion and associated flow rule using a bi-linear stress-strain law. The finite element equations are derived using the virtual work principle and the matrix quantities are evaluated by Gauss quadrature. Temporal integration is carried out using the Newmark-β method with Newton-Raphson iteration for the nonlinear equations at each time step. A computer code has been written to implement the theory and this has been applied to the static, vibration and transient analysis of unstiffened plates, beams and plates stiffened in one or two orthogonal directions. Good approximations have been obtained for both linear and nonlinear problems with only one element representations for each plate bay or beam span with significant savings in computing time and costs. The displacement and stress responses obtained from the present analysis compare well with experimental, analytical or other numerical results.<br>Applied Science, Faculty of<br>Civil Engineering, Department of<br>Graduate

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Phillips, John L. "Structural analysis and optimum design of geodesically stiffened composite panels." Thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03122009-040802/.

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Badawi, Mohammed Moulham. "Development of the P-version finite strip method for geometrically non-linear structures." Thesis, University of Leeds, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.255241.

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Books on the topic "Structural analysis of plates"

1

E, Ashton J., ed. Structural analysis of laminated anisotropic plates. Technomic Pub. Co., 1987.

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M, Jones Robert. Buckling of bars, plates, and shells. Bull Ridge Publishing, 2007.

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M, Jones Robert. Buckling of bars, plates, and shells. Bull Ridge Publishing, 2006.

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Buckling of Bars, Plates and Shells. Bull Ridge Publishing, 2006.

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Shanmugam, N. E., and C. M. Wang. Analysis and design of plated structures: Stability. Woodhead Pub. Ltd., 2006.

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Křístek, Vladimír. Advanced analysis and design of plated structures. Elsevier, 1990.

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Hodges, Dewey H. Modeling of composite beams and plates for static and dynamic analysis. School of Aerospace Engineering, Georgia Institute of Technology, 1990.

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Hjelmstad, Keith D. Fundamentals of structural mechanics. 2nd ed. Springer, 2005.

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Fundamentals of structural mechanics. Prentice Hall, 1997.

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Thurston, Gaylen A. Modal interaction in postbuckled plates: Theory. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1989.

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Book chapters on the topic "Structural analysis of plates"

1

Altenbach, Holm, Johannes Altenbach, and Wolfgang Kissing. "Modelling and Analysis of Plates." In Mechanics of Composite Structural Elements. Springer Berlin Heidelberg, 2004. http://dx.doi.org/10.1007/978-3-662-08589-9_8.

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Altenbach, Holm, Johannes Altenbach, and Wolfgang Kissing. "Modelling and Analysis of Plates." In Mechanics of Composite Structural Elements. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8935-0_8.

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Negruţiu, Radu. "Elastic plates as structural members." In Elastic analysis of slab structures. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3501-3_4.

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Leonardi, Angelo, Franco Maceri, and Elio Sacco. "Debonding of Bimodular Plates." In Unilateral Problems in Structural Analysis IV. Birkhäuser Basel, 1991. http://dx.doi.org/10.1007/978-3-0348-7303-1_9.

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Suhir, E. "Bending of Plates." In Structural Analysis in Microelectronic and Fiber-Optic Systems. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-6535-8_16.

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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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Oñate, Eugenio. "Composite Laminated Plates." In Structural Analysis with the Finite Element Method Linear Statics. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-8743-1_7.

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Ascione, L., and D. Bruno. "On the Delamination Problem of Two-Layer Plates." In Unilateral Problems in Structural Analysis. Springer Vienna, 1985. http://dx.doi.org/10.1007/978-3-7091-2632-5_1.

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Reddy, J. N., and A. Grimaldi. "On Delamination in Plates: A Unilateral Contact Approach." In Unilateral Problems in Structural Analysis. Springer Vienna, 1985. http://dx.doi.org/10.1007/978-3-7091-2632-5_13.

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Mukhopadhyay, Madhujit. "Finite Difference Method for the Vibration Analysis of Beams and Plates." In Structural Dynamics. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-69674-0_13.

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Conference papers on the topic "Structural analysis of plates"

1

ONIPEDE, JR., OLADIPO. "Perturbation analysis of laminate anisotropic shells and plates." In 33rd Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2427.

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Watanabe, Naoyuki, Yansuo Tanzawa, Hidehiko Narahashi, Naoyuki Watanabe, Yansuo Tanzawa, and Hidehiko Narahashi. "Vibration analysis of multiple plates interacting with air." In 38th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1100.

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Kapania, Rakesh, Satish Haryadi, Raphael Haftka, Raphael Haftka, Rakesh Kapania, and Satish Haryadi. "Global/local analysis of composite plates with cutouts." In 38th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1365.

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CHEN, P., and R. RAMKUMAR. "Static and dynamic analysis of clamped orthotropic plates." In 27th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-932.

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SHAH, D., W. CHAN, and S. JOSHI. "FINITE ELEMENT ANALYSIS OF PLATES WITH PIEZOELECTRIC LAYERS." In 34th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1678.

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Kapania, Rakesh, Satish Haryadi, and Raphael Haftka. "Global/local analysis of square plates with cutouts." In 35th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-1585.

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Wang, Gang, Norman Wereley, and Der-Chen Chang. "Analysis of Bending Vibration of Rectangular Plates Using 2D Plate Modes." In 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 2003. http://dx.doi.org/10.2514/6.2003-1774.

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SISTLA, RAJARAM, and GAYLEN THURSTON. "Error analysis of finite element solutions for postbuckled plates." In 29th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2216.

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CHANG, H., and D. ALLEN. "Analysis of viscoplastic plates subjected to rapid external heating." In 29th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2422.

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Bogdanovich, Alexander, Indrajith Kizhakkethara, Alexander Bogdanovich, and Indrajith Kizhakkethara. "Three-dimensional finite element analysis of adhesively bonded plates." In 38th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1997. http://dx.doi.org/10.2514/6.1997-1120.

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Reports on the topic "Structural analysis of plates"

1

Dixson, G. E. Structural analysis of hatch cover plates on FMEF high bay mezzanine. Office of Scientific and Technical Information (OSTI), 1997. http://dx.doi.org/10.2172/10148751.

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Hundal, T. S. Structural analysis, design and evaluation of mock-up platform, monorail, and tank plate cut-out. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/441121.

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Su, R. K. L., Z. W. Shan, and Ling-zhi Li. STRUCTURAL BEHAVIOR OF STRENGTHENED CONCRETE BEAMS WITH BOLTED SIDE PLATES. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.091.

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Swinson, W. F., R. L. Battiste, and G. T. Yahr. Structural thermal tests on Advanced Neutron Source reactor fuel plates. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/212588.

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Carruth, William D. Evaluation of In-Place Asphalt Recycling for Airfield Applications. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41142.

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Over the last few decades, in-place recycling of asphalt pavements has seen increased use by the highway industry, primarily to take a dvantage of potential cost and logistical savings compared to conventional reconstruction. More recently, the U.S. Navy and Federal Aviation Administration have allowed recycling to be used on airfields with lighter traffic. This report contains a discussion of in-place recycling design considerations obtained from a literature review of its use in the highway industry. Observations developed from a review of airfield pavement projects that have utilized recycling is also included. A structural analysis was performed using the Pavement-Transportation Computer Assisted Structural Engineering (PCASE) tool to determine typical stiffness values that recycled layers must achieve to support various types of military aircraft traffic for different pavement structures. Overall, in-place recycling is recommended for consideration as a rehabilitati on technique for military airfield pavements, and further investigation is recommended before it is implemented it into design guidance.

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Cuschieri, J. M. Mobility Power Flow Analysis of a Thick Plate Structure. Defense Technical Information Center, 1990. http://dx.doi.org/10.21236/ada279431.

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Swinson, W. F., C. R. Luttrell, and G. T. Yahr. An examination of the elastic structural response of the Advanced Neutron Source fuel plates. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10192406.

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Sartory, W. K. Analysis of hydraulic instability of ANS involute fuel plates. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/5036743.

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Kanne, W. R. Jr, and G. T. Chandler. Analysis of welds on helium-containing restraint test plates. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10191891.

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Luttrell, C. R. Finite element analysis of advanced neutron source fuel plates. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/206398.

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