Journal articles: 'Plastic bearability of plates'

1

Mitsuhashi, Masato, Cylia Keller, and Tatsuo Akitaya. "Gene manipulation on plastic plates." Nature 357, no. 6378 (June 1992): 519–20. http://dx.doi.org/10.1038/357519a0.

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2

Aboudi, J., and M. Paley. "Plastic buckling of ARALL plates." Composite Structures 22, no. 4 (January 1992): 217–21. http://dx.doi.org/10.1016/0263-8223(92)90058-k.

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3

Chen, D. H., and S. Ozaki. "Axial plastic collapse behavior of plates." Thin-Walled Structures 48, no. 2 (February 2010): 77–88. http://dx.doi.org/10.1016/j.tws.2009.09.006.

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4

Wang, C. M., Y. Xiang, and J. Chakrabarty. "Elastic/plastic buckling of thick plates." International Journal of Solids and Structures 38, no. 48-49 (November 2001): 8617–40. http://dx.doi.org/10.1016/s0020-7683(01)00144-5.

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Bhat, Shankaranarayana U., and Paul C. Xirouchakis. "Rigid‐Plastic Analysis of Floating Plates." Journal of Engineering Mechanics 111, no. 6 (June 1985): 815–31. http://dx.doi.org/10.1061/(asce)0733-9399(1985)111:6(815).

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6

The, Vu Van. "Rigid plastic plates at large deformations." Vietnam Journal of Mechanics 7, no. 1 (March 31, 1985): 20–23. http://dx.doi.org/10.15625/0866-7136/10381.

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By being statically loaded plastic plates can support loads exceeding the bending collapse pressure, the behaviour of perfectly rigid plastic plates beyond the yield load depends on changes in geometry to the plastic flow. Therefore in post yield behaviour the deflection can not be considered small in comparison with the plate thickness. In this paper we employ the equations of plates at moderately large deflections and the approximate live behaviour of plates introduced in/2,3/ by dividing plates into a number of rigid regions which have been separated by line hinges situated at locations where their discontinue ties in w,i occur, an estimative method of the toad - deflection relationship of arbitrarily shaped plates having arbitrarily boundary conditions is developed. This method is directly extended to anisotropic and reinforced concrete plates.

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The, Vu Van. "Rigid plastic plates at large deformations." Vietnam Journal of Mechanics 7, no. 3 (September 30, 1985): 18–23. http://dx.doi.org/10.15625/0866-7136/10391.

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The method developed in [8] is applied herein in order to obtain estimations of the load-deflection relationship of the hinge supported rectangular plates acted on by a uniformly distributed loading. The plate is made from rigid perfectly plastic material which yields according to the square yield condition and maximum normal yield condition. the plastic hinge line patterns shown in figs. 1. 2. are chosen. The obtained results are presented in figs. 4, 5, 6, 8.

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Lellep, Jaan, and Boriss Vlassov. "Optimization of Stepped Elastic Plastic Plates." Advanced Materials Research 742 (August 2013): 209–14. http://dx.doi.org/10.4028/www.scientific.net/amr.742.209.

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A method of analysis and optimization of stepped plates made of elastic plastic materials is developed. The stress-strain of the plate is defined for the initial elastic and subsequent elastic plastic stages of deformation. Necessary optimality conditions are derived with the aid of variational methods of the theory of optimal control. This results in a differential-algebraic system of equations. The latter is solved numerically. The effectivity of the design established is assessed in the cases of one-and multi-stepped plates assuming the material obeys the Tsai-Wu or von Mises yield condition.

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9

Yang, W. H. "A duality theorem for plastic plates." Acta Mechanica 69, no. 1-4 (December 1987): 177–93. http://dx.doi.org/10.1007/bf01175720.

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10

Anastasiadis, John, and Paul C. Xirouchakis. "Rigid-Plastic Response of Floating Plates." Journal of Ship Research 32, no. 03 (September 1, 1988): 168–76. http://dx.doi.org/10.5957/jsr.1988.32.3.168.

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This paper presents the exact formulation and solution for the static flexural response of a rigid perfectly plastic freely floating plate subjected to lateral axisymmetric loading. The Tresca yield condition is adopted with the associated flow rule. The plate response is divided into three phases: Initially the plate moves downward into the foundation as a rigid body (Phase I). Subsequently the plate deforms in a conical mode in addition to the rigid body motion (Phase II). At a certain value of the load a hinge-circle forms which may move as the pressure increases further (Phase III). The nature of the solution during the third phase depends upon the parameter α = a/R (ratio of radius of loaded area to the plate radius). When α = αs≅ 0.46 the hinge-circle remains stationary under increasing load. For α < αs the hinge-circle shrinks, whereas for α > αs the hinge-circle expands with increasing pressure. The application of the present results to the problem of laterally loaded floating ice plates is discussed.

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11

Krempaszky, C., and Horst Lippmann. "Frictionally Excited, Thermoelastic/Plastic Instabilities of Plates." Key Engineering Materials 274-276 (October 2004): 169–74. http://dx.doi.org/10.4028/www.scientific.net/kem.274-276.169.

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12

Vančík, Vladimír, and Milan Jirásek. "Computer-Aided Plastic Limit Analysis of Plates." Applied Mechanics and Materials 821 (January 2016): 547–54. http://dx.doi.org/10.4028/www.scientific.net/amm.821.547.

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This article reports on a new tool for optimized design of reinforced concrete plates based on the yield-line theory. The primary focus is on the development of a computer program which can analyze arbitrary yield-line systems with one degree of freedom. The program includes a GUI for quick and intuitive input, and automatically performs analysis of yield-line systems regardless of the complexity of their analytical solution. Furthermore, optimization of orthotropic reinforcement is implemented. The possibility of yield-line analysis of systems with multiple degrees of freedom by linear programming is examined.

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13

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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14

Nemirovskiy, Yu V., and A. P. Yankovskiy. "ELASTIC-PLASTIC DYNAMICS OF RECTANGULAR COMPOSITE PLATES." Problems of Strength and Plasticity 68, no. 1 (2006): 78–85. http://dx.doi.org/10.32326/1814-9146-2006-68-1-78-85.

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15

Nemirovskii, Yu V., and T. P. Romanova. "Dynamic Behavior of Rigid–Plastic Sector Plates." International Applied Mechanics 40, no. 4 (April 2004): 440–47. http://dx.doi.org/10.1023/b:inam.0000034467.50580.ae.

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16

Gorji, Manouchehr. "Nonlinear Analysis of Plates With Plastic Orthotropy." Journal of Structural Engineering 111, no. 10 (October 1985): 2214–26. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:10(2214).

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17

Beaulieu, D. R., D. Gorelikov, H. Klotzsch, P. de Rouffignac, K. Saadatmand, K. Stenton, N. Sullivan, and A. S. Tremsin. "Plastic microchannel plates with nano-engineered films." Nuclear Instruments and Methods in Physics Research Section A: Accelerators, Spectrometers, Detectors and Associated Equipment 633 (May 2011): S59—S61. http://dx.doi.org/10.1016/j.nima.2010.06.121.

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18

Chan, C. W., and P. Cawley. "Lamb waves in highly attenuative plastic plates." Journal of the Acoustical Society of America 104, no. 2 (August 1998): 874–81. http://dx.doi.org/10.1121/1.423332.

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19

Çelik, Mehmet. "Elasto-plastic behavior of isotropic stepped plates." Engineering Analysis with Boundary Elements 25, no. 6 (June 2001): 455–60. http://dx.doi.org/10.1016/s0955-7997(01)00039-x.

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20

Kutt, Lembit M., and Maciej P. Bieniek. "Elasto‐Plastic Constitutive Equations of Stiffened Plates." Journal of Engineering Mechanics 114, no. 4 (November 1988): 656–70. http://dx.doi.org/10.1061/(asce)0733-9399(1988)114:4(656).

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21

AUNG, TUN MYINT, C. M. WANG, and J. CHAKRABARTY. "PLASTIC BUCKLING OF MODERATELY THICK ANNULAR PLATES." International Journal of Structural Stability and Dynamics 05, no. 03 (September 2005): 337–57. http://dx.doi.org/10.1142/s0219455405001611.

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This paper is concerned with the plastic buckling of moderately thick annular plates under a uniform compressive stress state. The analysis is based on the incremental theory of plasticity which employs the Prandtl–Reuss equations and the plate material is assumed to obey the Ramberg–Osgood stress–strain relation. The effect of transverse shear deformation is taken into consideration by adopting the Mindlin plate theory. The governing differential equations for the plastic buckling problem are solved analytically and the plastic buckling stress factors for annular plates with the allowance of transverse shear deformation are presented for the first time. The influences of the boundary conditions, thickness to outer radius ratios, and inner to outer radius ratios on the buckling stress factors are also examined.

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22

Papadopoulos, Panayiotis, and Robert L. Taylor. "Elasto-Plastic Analysis of Reissner-Mindlin Plates." Applied Mechanics Reviews 43, no. 5S (May 1, 1990): S40—S50. http://dx.doi.org/10.1115/1.3120846.

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A finite element analysis of elasto-plastic Reissner-Mindlin plates is presented. The discrete field equations are derived from a nonlinear version of the Hu-Washizu variational principle. Associative plasticity, including linear hardening, is employed by means of a generalized von Mises-type yield function. A predictor/corrector scheme is used to integrate the plastic constitutive rate equations. Numerical simulations are conducted for a series of test problems to illustrate performance of the formulation.

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23

Heitzer, Michael. "Plastic limit loads of defective square plates." Engineering Fracture Mechanics 71, no. 13-14 (September 2004): 1951–69. http://dx.doi.org/10.1016/j.engfracmech.2003.11.004.

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24

AHMAD, RAHBAR RANJI. "Plastic collapse load of corroded steel plates." Sadhana 37, no. 3 (June 2012): 341–49. http://dx.doi.org/10.1007/s12046-012-0084-2.

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25

Alinia, M. M., A. Gheitasi, and S. Erfani. "Plastic shear buckling of unstiffened stocky plates." Journal of Constructional Steel Research 65, no. 8-9 (August 2009): 1631–43. http://dx.doi.org/10.1016/j.jcsr.2009.04.001.

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26

Paley, M., and J. Aboudi. "Plastic buckling of metal matrix laminated plates." International Journal of Solids and Structures 28, no. 9 (1991): 1139–54. http://dx.doi.org/10.1016/0020-7683(91)90108-r.

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27

Tetsuro, Inoue, and Kato Ben. "Analysis of plastic buckling of steel plates." International Journal of Solids and Structures 30, no. 6 (1993): 835–56. http://dx.doi.org/10.1016/0020-7683(93)90043-7.

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28

Komarov, K. L., and Yu V. Nemirovskii. "Dynamic behavior of rigid-plastic rectangular plates." Soviet Applied Mechanics 21, no. 7 (July 1985): 683–90. http://dx.doi.org/10.1007/bf00888115.

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29

Tian, Yan-ping, and Yi-ming Fu. "Elasto-plastic postbuckling of damaged orthotropic plates." Applied Mathematics and Mechanics 29, no. 7 (July 2008): 841–53. http://dx.doi.org/10.1007/s10483-008-0702-y.

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30

Yankelevsky, David Z. "Elasto-plastic blast response of rectangular plates." International Journal of Impact Engineering 3, no. 2 (January 1985): 107–19. http://dx.doi.org/10.1016/0734-743x(85)90029-6.

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31

Hoo Fatt, Michelle S. "Fully-plastic crack propagation in stiffened plates." International Journal of Solids and Structures 33, no. 5 (February 1996): 629–45. http://dx.doi.org/10.1016/0020-7683(95)00064-h.

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32

MOY, S. S. J., R. A. SHENOI, and H. G. ALLEN. "STRENGTH AND STIFFNESS OF FIBRE-REINFORCED PLASTIC PLATES." Proceedings of the Institution of Civil Engineers - Structures and Buildings 116, no. 2 (May 1996): 204–20. http://dx.doi.org/10.1680/istbu.1996.28288.

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33

Yao, Tetsuya, and Plamen Ivanov Nikolov. "Buckling/Plastic Collapse of Plates under Cyclic Loading." Journal of the Society of Naval Architects of Japan 1990, no. 168 (1990): 449–62. http://dx.doi.org/10.2534/jjasnaoe1968.1990.168_449.

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34

Ma, Guowei, Bazle A. Gama, and John W. Gillespie. "Plastic limit analysis of cylindrically orthotropic circular plates." Composite Structures 55, no. 4 (March 2002): 455–66. http://dx.doi.org/10.1016/s0263-8223(01)00174-x.

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35

Sokół-Supel, Joanna. "Rigid Plastic Plates under a Concentrated Moving Load∗." Journal of Structural Mechanics 13, no. 1 (January 1985): 77–93. http://dx.doi.org/10.1080/03601218508907491.

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36

Chang, Wan-Shu, T. Krauthammer, and E. Ventsel. "Elasto-Plastic Analysis of Corrugated-Core Sandwich Plates." Mechanics of Advanced Materials and Structures 13, no. 2 (March 2006): 151–60. http://dx.doi.org/10.1080/15376490500451767.

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37

Maggiani, Giovanni Battista, and Maria Giovanna Mora. "A dynamic evolution model for perfectly plastic plates." Mathematical Models and Methods in Applied Sciences 26, no. 10 (August 25, 2016): 1825–64. http://dx.doi.org/10.1142/s0218202516500469.

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We consider the dynamic evolution of a linearly elastic-perfectly plastic thin plate subject to a purely vertical body load. As the thickness of the plate goes to zero, we prove that the three-dimensional evolutions converge to a solution of a certain reduced model. In the limiting model admissible displacements are of Kirchhoff–Love type. Moreover, the motion of the body is governed by an equilibrium equation for the stretching stress, a hyperbolic equation involving the vertical displacement and the bending stress, and a rate-independent plastic flow rule. Some further properties of the reduced model are also discussed.

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38

Romanova, Tatiana, and Yuri Nemirovsky. "Dynamic rigid-plastic deformation of arbitrarily shaped plates." Journal of Mechanics of Materials and Structures 3, no. 2 (February 1, 2008): 313–34. http://dx.doi.org/10.2140/jomms.2008.3.313.

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39

Pineda-León, Ernesto, Alejandro Rodríguez-Castellanos, Dante Tolentino, José Manuel Rosales-Juárez, Ivan Felix-González, and Supriyono. "Reissner Plates with Plastic Behavior: Probability of Failure." Mathematical Problems in Engineering 2018 (2018): 1–9. http://dx.doi.org/10.1155/2018/3989250.

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The current paper shows the application of the boundary element method for the analysis of plates under shear stress causing plasticity. In this case, the shear deformation of a plate is considered by means of Reissner’s theory. The probability of failure of a Reissner’s plate due to a proposed index plastic behavior IPB is calculated taking into account the uncertainty in mechanical and geometrical properties. The problem is developed in three dimensions. The classic plasticity’s theory is applied and a formulation for initial stresses that lead to the boundary integral equations due to plasticity is also used. For the plasticity calculation, the von Misses criterion is used. To solve the nonlinear equations, an incremental method is employed. The results show a relatively small failure probability (PF) for the ranges of loads between 0.6<W^<1.0. However, for values between 1.0<W^<2.5, the probability of failure increases significantly. Consequently, for W^≥2.5, the plate failure is imminent. The results are compared to those that were found in the literature and the agreement is good.

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40

Wang, C. M. "Plastic Buckling of Simply Supported, Polygonal Mindlin Plates." Journal of Engineering Mechanics 130, no. 1 (January 2004): 117–22. http://dx.doi.org/10.1061/(asce)0733-9399(2004)130:1(117).

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41

Ungethuem, Andy, and Rolf Lammering. "Damage Localization of Carbon-Fibre-Reinforced Plastic Plates." PAMM 10, no. 1 (November 16, 2010): 19–22. http://dx.doi.org/10.1002/pamm.201010006.

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42

H L, Levonyan, Verlinski S V, Tyagunov A G, and Tarasov D A. "Plastic tension of porous plates due pure bending." International Journal of Engineering & Technology 7, no. 2.23 (April 20, 2018): 328. http://dx.doi.org/10.14419/ijet.v7i2.23.12754.

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The bending of the plate from rigid-plastic hardening material in the condition of plane deformation is investigated by analytical and numerical methods. Based on equations of the theory of plasticity of the porous materials the solution of the problem is lead to integration of the nonlinear differential equation regard to radial stress. The position of neutral axis is defined by numerical integration and the stress strain state components are received. Graphics of stress components and porosity changing are constructed on the height of the plate. The same problem simulated in ABAQUS software with the help finite element method. The results are compared.

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43

Lee, Bongsoo, Won Y. Choi, and James K. Walker. "Ultrahigh-resolution plastic graded-index fused image plates." Optics Letters 25, no. 10 (May 15, 2000): 719. http://dx.doi.org/10.1364/ol.25.000719.

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44

Davis, Daniel C., and Henry A. Scarton. "Flow-induced plastic collapse of stacked fuel plates." Nuclear Engineering and Design 85, no. 2 (March 1985): 193–200. http://dx.doi.org/10.1016/0029-5493(85)90286-9.

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45

Yong-jie, Jing. "Plastic analysis of thin plates with anisotropic hardening." Applied Mathematics and Mechanics 7, no. 3 (March 1986): 243–53. http://dx.doi.org/10.1007/bf01900704.

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46

Owen, D. R. J., and Z. H. Li. "Elastic-plastic dynamic analysis of anisotropic laminated plates." Computer Methods in Applied Mechanics and Engineering 70, no. 3 (October 1988): 349–65. http://dx.doi.org/10.1016/0045-7825(88)90025-4.

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47

Niggemann, M., W. Ehrfeld, L. Weber, R. Günther, and O. Sollböhmer. "Miniaturized plastic micro plates for applications in HTS." Microsystem Technologies 6, no. 2 (December 17, 1999): 48–53. http://dx.doi.org/10.1007/s005420050174.

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48

Belenkiy, Leonid M., Yury N. Raskin, and Alfred Tunik. "Plastic Strength Criterion for Design of Laterally Loaded Ship Plates." Marine Technology and SNAME News 45, no. 02 (April 1, 2008): 63–67. http://dx.doi.org/10.5957/mt1.2008.45.2.63.

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Design of hull plating based on a plastic failure criterion is discussed in this paper. The plating is loaded by high lateral pressure, e.g., slamming or ice loads. The process of plastic deformations as a function of load is analyzed. Experience in establishing in-service permissible permanent deformations of plates is considered as well as early experimental data of plastic failure of plates. Formulations are developed for permanent plastic deflections preceding the plate's failure coupled with a diagram for calculating the plate's permanent deflections when the plastic deflections became large. Sample calculations in this paper are based on the scantlings of a U. S. Coast Guard cutter.

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49

Elliott, K. S., and H. Fessler. "Elastic-plastic strain distributions at fillet welds." Journal of Strain Analysis for Engineering Design 31, no. 3 (May 1, 1996): 215–30. http://dx.doi.org/10.1243/03093247v313215.

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Steel plates 25 mm thick were fillet-welded to 50 mm thick plates according to good offshore welding practice. The thinner plates were inclined at 90° or 60° to the thicker ones to represent, at full size, the crown or saddle positions of a structural tubular T joint. Slices 4 mm or 10 mm thick were cut from these weldments and the elastic, elastic-plastic and residual plastic strains in the surfaces of these sections were measured using photoelastic coatings and moiré interferometry. The slices were loaded by tensile forces on the 25 mm wide parts, reacted at pin joints near the ends of the 50 mm wide part. The positions and directions of loading were arranged to load the welds in the same way as in a tubular T joint, loaded in tension. Yielding initiated at the weld toes and could be clearly identified in the moiré fringe patterns. It progressed into the plates, being inhibited by the heat-affected zone. Maximum plastic strains also occurred at the weld toes. Measurements of residual plastic strains showed that the actual strain range, which ‘drives’ fatigue failure, differs from predictions based on elastic analyses. Post-weld heat treatment is beneficial, but extending the weld along the plate reduces the strain concentrations much more.

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50

Schubak, R. B., M. D. Olson, and D. L. Anderson. "Rigid-plastic modelling of blast-loaded stiffened plates—Part I: One-way stiffened plates." International Journal of Mechanical Sciences 35, no. 3-4 (March 1993): 289–306. http://dx.doi.org/10.1016/0020-7403(93)90083-7.

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Journal articles on the topic 'Plastic bearability of plates'

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