Relevant bibliographies by topics / Buckling analysi

Academic literature on the topic 'Buckling analysi'

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Published: 14 March 2023

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Journal articles on the topic "Buckling analysi"

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Min. "Inelastic Buckling Analysis of Frames with Semi-Rigid Joints." Journal of Korean Society of Steel Construction 26, no. 3 (2014): 143. http://dx.doi.org/10.7781/kjoss.2014.26.3.143.

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Skejić, Davor, and Marija Cavor. "PARAMETRIC ANALYSIS OF THE BUCKLING RESISTANCE OF THE SILO STEEL WALL." Elektronički časopis građevinskog fakulteta Osijek 6, no. 10 (July 2, 2015): 47–57. http://dx.doi.org/10.13167/2015.10.6.

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SAOTHONG, Jariyaporn, Osamu KUWAZURU, and Nobuhiro YOSHIKAWA. "2109 Wrinkle Analysis of Human Skin Based on Linear Buckling Theory." Proceedings of The Computational Mechanics Conference 2005.18 (2005): 65–66. http://dx.doi.org/10.1299/jsmecmd.2005.18.65.

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Aoyama, Taiki, Hideyuki Azegami, and Noriaki Kawakami. "P-31 Nonlinear buckling analysis for etiology study of idiopathic scoliosis." Proceedings of the Asian Pacific Conference on Biomechanics : emerging science and technology in biomechanics 2007.3 (2007): S119. http://dx.doi.org/10.1299/jsmeapbio.2007.3.s119.

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Cao, Qing, Yang Li, and Hao Zhang. "Nonlinear Buckling Analysis of Wind Turbine Towers." Advanced Materials Research 383-390 (November 2011): 6469–75. http://dx.doi.org/10.4028/www.scientific.net/amr.383-390.6469.

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Wind turbine towers are belonging to towering cylinder shell structures, which are easy to appear buckling instability under wind or other complicated loads, and on which integral elastic-plastic buckling analyses have great theoretical and practical significances. This paper used large deflection nonlinear pre-buckling and Koiter initial post-buckling theories, and adopted the finite element scheme of updated integration algorithm and LDC nonlinear solution method, then analyzed the linear buckling, elastic-plastic static buckling, and post-buckling response of the towers with initial imperfections in different location and size. It has obtained that: 1) the critical load of towers with elastic-plastic buckling is much smaller than it with elastic buckling; 2) gravity has certain influence on the critical buckling load; 3) the critical buckling load is insensitive to initial imperfections, meanwhile the imperfections which located on the top or the bottom of the tower are inferior for the stability of tower.
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Yoo, Jong Ho, Sun Hee Kim, Won Chang Choi, and Soon Jong Yoon. "Buckling Analysis of Pultruded Fiber Reinforced Polymer Plastic Plate: Application of Simplified Buckling Analysis." Key Engineering Materials 753 (August 2017): 103–8. http://dx.doi.org/10.4028/www.scientific.net/kem.753.103.

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The pultruded fiber reinforced polymer plastic (PFRP) is one of the most actively studied materials for structural member in construction industries. In this study, a buckling analysis of PFRP plate is conducted by two analysis methods. First, a buckling strength of PFRP plate is calculated by the exact orthotropic plate buckling analysis. Second, simplified buckling analysis for PFRP plate is conducted by using approximate orthotropic material properties. The approximate orthotropic material properties are geometric mean value of longitudinal and transverse material properties of original PFRP plate. As a result of buckling analysis, buckling strength of PFRP plate for each analysis method can be obtained. From the comparison between these results, advantages and disadvantages of each analysis method are discussed. In addition, it is also discussed whether the simplified buckling analysis method for PFRP plate is applicable for the design.
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Li, Bai Jian, Liang Sheng Zhu, and Xin Sha Fu. "Theoretical Analysis for Local Buckling of Corrugated Steel Plate." E3S Web of Conferences 38 (2018): 03002. http://dx.doi.org/10.1051/e3sconf/20183803002.

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To study local buckling of Corrugated Steel Plate under concentrated loads. Through experimental tests and theorical analysis, bearing capacity and failure form of Corrugated Steel Plate were discussed. Bearing capacity of Corrugated Steel Plate associated with local buckling, which can be assumed to be composed of three parts: buckling of plane rigid frame caused by concentrated loads, buckling of roof and web caused by bending stress. These three parts were unified by buckling relevant equations, then local buckling calculation formula was obtained. Comparing with experimental results, the loads obtained by local buckling calculation formula agree with test results very well. Since the buckling calculation is independent of the material strength, the calculation formula of local buckling is reliable, it can be used to evaluate local buckling of Corrugated Steel Plate.
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Ma, Yong Bin, Tian Hu He, and Bing Dong Gu. "Thermal Buckling Analysis of Cyclic Symmetry Mounting Structure." Applied Mechanics and Materials 578-579 (July 2014): 598–601. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.598.

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Buckling analysis is a technique used to determine buckling load and buckled mode shape. Buckling load is the critical load at which a structure becomes unstable while buckled mode shape is the characteristic shape associated with a structure's buckled response. In this paper, the elastic thermal buckling of a heated cyclic symmetry structure is carried out by means of finite element method. The buckling cyclic symmetry analysis is focused on a ring-strut-ring structure which is extensively used as a basic element in rotating machines. The linear eigenvalue buckling analysis is adopted to determine the buckling response with the temperature change of the structure.
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Yang, Cong Xin, Yi Xiong Liu, and Bin Wang. "Buckling Analysis on Large Wind Turbine Tower." Advanced Materials Research 512-515 (May 2012): 604–7. http://dx.doi.org/10.4028/www.scientific.net/amr.512-515.604.

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The buckling of 2.5MW horizontal axis wind turbine tower tube (5.8m*3.2m*95.2m) is studied by theoretical analysis and numerical simulation. The buckling critical value of tower under axial force is found by theoretical method. The buckling modal of tower under axial force, wind pressure, bending moment and lateral force is simulated by ANSYS software. The buckling of tower with opening and frame at the bottom is also simulated by ANSYS software. The results show that both load and opening have influence on buckling performance, different load and opening have different impact to buckling of tower tube.
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Ma, Yali, Zhen Gong, Liang Zhao, Yue Han, and Yun Wang. "Finite Element Analysis of Buckling of Corrugated Fiberboard." Open Mechanical Engineering Journal 8, no. 1 (September 16, 2014): 257–63. http://dx.doi.org/10.2174/1874155x01408010257.

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This paper investigates the relationship between mechanical behaviors and the shape of corrugated fiberboard by means of buckling analysis, which is done by FEM (Finite Element Method). Firstly, after analyzing the structure of corrugated fiberboard, a single-wall corrugated fiberboard model was built. The buckling load was measured in the ideal condition by linear buckling analysis (eigenvalue buckling analysis). Subsequently, nonlinear buckling analysis based on single-wall corrugated fiberboard was performed using the results of the eigenvalue buckling analysis. Finally, a finite element 3-D model of four-layer and five-layer corrugated fiberboard was established using ANSYS parametric design language (APDL) to improve mechanical properties of corrugated fiberboard based on comparing different eigenvalue buckling loads.
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Dissertations / Theses on the topic "Buckling analysi"

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FALLAHI, NASIM. "Analysis and Optimization of Variable Angle Tow Composites Through Unified Formulation." Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2875739.

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Purbolaksono, Judha. "Buckling and post-buckling analysis of cracked plates by the boundary element method." Thesis, Queen Mary, University of London, 2003. http://qmro.qmul.ac.uk/xmlui/handle/123456789/1831.

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This thesis presents boundary element formulations for buckling and nonlinear buckling analysis of plates. Dual boundary element formulations are also presented for linear and nonlinear buckling, and large deformation analysis of crack behaviour in plates. Reissner plate theory is adopted to represent shear deformable plate bending, and two dimensional plane stress is used to model the membrane behaviour of plate. By taking into account the nonlinear interaction between forces and rotations in the equilibrium equation, the nonlinear formulation is formed by coupling equations of shear deformable plate bending and two dimensional elasticity. The boundary element formulation for plate buckling is developed. Plate buckling equations are written as a standard eigenvalue problem. Buckling coefficients and buckling modes are obtained using this formulation. Initially, the boundary is discretised into quadratic isoparametric elements, and the domain is discretised using constants cells. Next, the dual reciprocity method is utilized to transform the domain integral into equivalent boundary integrals. Examples are presented for plate buckling problems with different geometry, loading and boundary conditions. The results obtained are shown to be in good agreement with analytical and finite element results. The Dual Boundary Element Method (DBEM) for buckling analysis of plate is also developed. The plate buckling equations are also presented as a standard eigenvalue problem, which would allow direct evaluation of critical load factor and buckling modes for cracked plates. Geometrically nonlinear boundary element formulation is developed to analyse large deformation and nonlinear buckling of plates. Different load incremental approaches and solution procedures are presented. Nonlinear terms are evaluated using a radial basis function. Large deformation analysis for Fracture Mechanics problems is also presented. Five stress intensity factors are calculated, i. e. three for plate bending and two for membrane. Crack Opening Displacement (COD) is used to compute the stress intensity factors. The nonlinear buckling of thin plate is also presented. Two models of imperfection are introduced in the formulation, i. e. a small uniform transverse loads and distributed transverse loads based on eigenvectors. A simple numerical algorithm is presented to analyse the problems. Finally, nonlinear buckling analysis of cracked plate is presented. Numerical examples of nonlinear buckling and large deformation problems are presented. The BEM results presented are shown to be in good agreements with analytical and other numerical results.
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Arpaci, Erdogan. "Analysis Of Sinusoidal And Helical Buckling Of Drill String In Horizontal Wells Using Finite Element Method." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/2/12611003/index.pdf.

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The number of horizontal wells is increasing rapidly in all over the world with the growth of new technological developments. During horizontal well drilling, much more complex problems occur when compared with vertical well drilling, such as decrease in load transfer to the bit, tubular failure, tubular fatigue and tubular lock-up. This makes selection of appropriate tubular and making the right drill string design more important. As the total compression load on the horizontal section increases, the behavior of the tubular changes from straight to sinusoidal buckling, and if the total compression load continues to increase the behavior of the tubular changes to helical buckling. Determination of critical buckling loads with finite element method (FEM) in horizontal wells is the main objective of this study. Initially, a computer program (ANSYS) that uses FEM is employed to simulate different tubular and well conditions. Four different pipe sizes, four different wellbore sizes and three different torque values are used to model the cases. Critical buckling load values corresponding to significant variables are collected from these simulated cases. The results are classified into different buckling modes according to the applied weight on bit values and the main properties of the simulated model, such as modulus of elasticity, moment of inertia of tubular cross section, weight per unit length of tubular and radial clearance between the wellbore and the tubular. Then, the boundary equations between the buckling modes are obtained. The equations developed in this thesis by simulating the cases for the specific tubular sizes are used to make a comparison between the critical buckling load values from the models in the literature and this work. It is observed that the results of this work fit with literature models as the tubular size increases. The influence of torque on critical buckling load values is investigated. It is observed that torque has a slight effect on critical buckling load values. Also the applicability of ANSYS for buckling problems was revealed by comparing the ANSYS results with the literature models&
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results and the experimental study in the literature.
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Hashemian, Rouzbeh. "Buckling Analysis of Sandwich Pipes Under External Pressure." Thesis, Université d'Ottawa / University of Ottawa, 2014. http://hdl.handle.net/10393/31781.

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A general eigen-value buckling solution is developed for the buckling of long thick pipes subjected to internal and external hydrostatic pressure. The principle of stationary potential energy is used to formulate the conditions of equilibrium, neutral stability conditions, and associated boundary conditions using polar coordinates. The formulation accounts for shear deformation effects and is suited for composite pipe systems with thick cores. It involves destabilizing terms: one is due to the external hydrostatic pressure and incorporates the follower effects, and the other, is due to the pre-bucking stresses undergoing the nonlinear components of strains. The formulation adopts a work conjugate triplet consisting the Cauchy stress tensor, the Green Lagrange strain tensor, and constant constitutive relations. A Fourier series expansion of the displacement fields is adopted to transform the 2D problem into a series of independent 1D problems, thus keeping the computational effort to a minimum while preserving the accuracy of the solution. Two numerical solutions were developed and implemented under MATLAB; the first one is based on the finite difference technique and the second one is based on the finite element solution. Both solutions were shown to converge to the same solution, the finite difference from below, while the finite element converges from above. The finite element solution is then applied to predict the buckling capacity of sandwich pipes consisting of two steel pipes with a soft core. A comprehensive verification study is conducted and the validity of the formulation was established through comparison with other solutions. A parametric study is then conducted to investigate the effect of hydrostatic internal pressure, core material, core thickness, and internal and external pipe thicknesses, on the external buckling pressure of sandwich pipes.
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Mahar, Akshay Mangal. "Buckling and post-buckling behaviour of cold-formed steel built-up columns." Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/232829/1/Akshay%20Mangal_Mahar_Thesis.pdf.

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This research investigated the stability and strength behaviour of cold-formed steel built-up columns. The stability behaviour was investigated by developing a compound spline finite strip based computational tool, while experiments and finite element studies were performed to investigate the strength behaviour. The results highlighted the shortcomings of the current design standards, including North American and Australian/New Zealand Standards, and led to simplified design procedures and strength equations for cold-formed steel built-up columns. Overall, this research has significantly improved the knowledge of cold-formed steel built-up columns, enabling structurally efficient and safer designs.
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El-Adas, Kadmous Moufid. "Linear and nonlinear buckling analysis via ABAQUS." Master's thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-01262010-020017/.

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Wang, Yunxiao. "One-way buckling analysis of pipeline liners." Thesis, University College London (University of London), 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.404888.

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Chryssanthopoulos, Marios Konstantinou. "Probabilistic buckling analysis of stringer-stiffened cylinders." Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/47382.

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Schleyer, Graham Klaus. "Buckling of tank roofs : a buckling analysis and experimental investigation of storage tank domed roofs." Thesis, University of Strathclyde, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.362804.

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Prinz, Gary S. "Using Buckling-Restrained Braces in Eccentric Configurations." BYU ScholarsArchive, 2010. https://scholarsarchive.byu.edu/etd/2134.

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Ductile braced frames are often used to resist lateral earthquake loads in steel buildings; however the presence of a brace element can sometimes interfere with architectural features. One common type of ductile braced frame system sometimes used to accommodate architectural features is the eccentrically braced frame (EBF). In order to dissipate seismic forces, EBF beam regions (called links) must sustain large inelastic deformations. EBF links with column connections must transmit large moments and shear forces to facilitate link rotation. Experiments have shown that welded link-to-column connections tend to fracture in the link flange prior to large link rotations. This study investigated methods for improving EBF link-to-column connection performance, and proposed an alternative ductile braced frame system for accommodating architectural features. Several EBF links with reduced web and flange sections were analytically investigated using validated finite element models in ABAQUS. Results indicated that putting holes in the link web reduced stress and strain values in the link flanges at the connection, but increased the plastic strain and stress triaxiality in the web at the edges of holes. Removing area from the link flanges had little effect on connection stresses and strains. Thus, the reduced web section and reduced flange section methods are not a promising solution to the EBF link-to-column connection problem. The alternative braced frame system proposed in the dissertation used ductile beam splices and buckling-restrained braces in eccentric configurations (BRBF-Es) to accommodate architectural features. Design considerations for the BRBF-Es were determined and dynamic BRBF-E performance was compared with EBF performance. BRBF-E system and component performance was determined using multiple finite element methods. Inter-story drifts and residual drifts for the BRBF-Es were similar to those for EBFs. Results indicated that BRBF-Es are a viable alternative to the EBF, and may result in better design economy than EBFs. With the BRBF-E, damage was isolated within the brace, and in the EBF, damage was isolated within the link, indicating simpler repairs with the BRBF-E. Shop welding of BRBF-E members may replace the multiple field welds required in EBF construction.
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Books on the topic "Buckling analysi"

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G, Falzon B., and Aliabadi M. H, eds. Buckling and post buckling structures: Experimental, analytical and numerical studies. London: Imperial College Press, 2008.

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Bushnell, D. Computerized buckling analysis of shells. Dordrecht: Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5063-4.

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Computerized buckling analysis of shells. Dordrecht: M. Nijhoff, 1985.

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Computerized buckling analysis of shells. Dordrecht: Springer Netherlands, 1985.

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Ho, William L. Compressive buckling analysis of hat-stiffened panel. Edwards, Calif: Dryden Flight Research Facility, 1991.

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C, Chamis C., and United States. National Aeronautics and Space Administration., eds. Probabalistic progressive buckling of trusses. [Washington, DC]: National Aeronautics and Space Administration, 1991.

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Pai, Shantaram S. Probablistic progressive buckling of trusses. [Washington, DC]: National Aeronautics and Space Administration, 1991.

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Lee, A. S. Buckling analysis of spent fuel basket. Washington, D.C: Division of Industrial and Medical Nuclear Safety, Office of Nuclear Material Safety and Safeguards, U.S. Nuclear Regulatory Commission, 1995.

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Stress analysis: Bending, torsion and buckling. Milton Keynes: Open University, 2007.

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H, Abumeri Galib, Brown Helen C, and United States. National Aeronautics and Space Administration., eds. Evaluation of MHOST analysis. [Washington, DC]: National Aeronautics and Space Administration, 1992.

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Book chapters on the topic "Buckling analysi"

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Suhir, E. "Buckling." In Structural Analysis in Microelectronic and Fiber-Optic Systems, 324–52. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-6535-8_17.

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McKenzie, William M. C., and Binsheng Zhang. "Buckling Instability." In Examples in Structural Analysis, 462–515. 3rd ed. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003195245-6.

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Bauchau, O. A., and J. I. Craig. "Buckling of beams." In Structural Analysis, 763–92. Dordrecht: Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2516-6_14.

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Blaauwendraad, Johan, and Jeroen H. Hoefakker. "Introduction to Buckling." In Structural Shell Analysis, 271–82. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6701-0_16.

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Brown, Robert F. "Euler Buckling." In A Topological Introduction to Nonlinear Analysis, 155–60. Boston, MA: Birkhäuser Boston, 2004. http://dx.doi.org/10.1007/978-0-8176-8124-1_20.

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Brown, Robert F. "Euler Buckling." In A Topological Introduction to Nonlinear Analysis, 118–31. Boston, MA: Birkhäuser Boston, 1993. http://dx.doi.org/10.1007/978-1-4757-1209-4_16.

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Brown, Robert F. "Euler Buckling." In A Topological Introduction to Nonlinear Analysis, 205–10. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-11794-2_25.

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Doyle, James F. "Buckling Shapes." In Spectral Analysis of Nonlinear Elastic Shapes, 267–354. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59494-7_5.

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Pham, Ngoc Hieu. "Effects of Hole Locations on the Elastic Global Buckling Loads of Cold-Formed Steel Channel Members with Perforations Under Compression or Bending." In Lecture Notes in Civil Engineering, 57–69. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_6.

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AbstractCold-formed steel members with perforations have been commonly applied to meet the demands for technical installations. The design of the perforated members was regulated in Specification AISI S100-16 using the Direct Strength Method (DSM). This method is based on elastic buckling analyses to predict the capacities of cold-formed steel members. The determination of elastic buckling loads is compulsory for the application of the DSM method in the design and has been presented in the Specification. The specification regulations are only applied for symmetrical and evenly spaced holes. The paper, therefore, investigates the effects of unsymmetrical, unevenly spaced and eccentric holes on the elastic global buckling loads of perforated channel members using finite element analyses. The effect of symmetrical and evenly web holes on the elastic global buckling loads of cold-formed steel channel members in comparison with those of gross section members is also investigated.
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Farshad, M. "Buckling of Shells." In Design and Analysis of Shell Structures, 343–74. Dordrecht: Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-017-1227-9_13.

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Conference papers on the topic "Buckling analysi"

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Seibel, Arthur, and Josef Schlattmann. "Buckling Analysis under Uncertainty." In Second International Conference on Vulnerability and Risk Analysis and Management (ICVRAM) and the Sixth International Symposium on Uncertainty, Modeling, and Analysis (ISUMA). Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413609.215.

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Kala, Zdeněk, Martin Kalina, and Petr Frantík. "Buckling and post-buckling of the von Mises planar truss." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014). AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4913079.

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Botkin, M. "Shape optimization with stress and buckling constraints." In 5th Symposium on Multidisciplinary Analysis and Optimization. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-4291.

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Chang, Kuang-Hua, Wei Duan, and Kyung Choi. "Buckling design sensitivity analysis for frame structures." In 5th Symposium on Multidisciplinary Analysis and Optimization. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-4317.

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Schramm, Uwe, Ming Zhou, Poh-Soong Tang, and Cathal Harte. "Topology Layout of Structural Designs and Buckling." In 10th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-4636.

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Reitinger, R., and E. Ramm. "Maximizing structural efficiency including buckling and imperfection sensitivity." In 5th Symposium on Multidisciplinary Analysis and Optimization. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-4390.

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Leiva, Juan, and Brian Watson. "Buckling finite element analysis and optimization in GENESIS." In 8th Symposium on Multidisciplinary Analysis and Optimization. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-4932.

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Mitchell, Robert F. "Numerical Analysis of Helical Buckling." In SPE Deep Drilling and Production Symposium. Society of Petroleum Engineers, 1986. http://dx.doi.org/10.2118/14981-ms.

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Gholipour, Yaghob. "Dynamic Buckling Analysis of Axi-Symmetric Shells." In ASME 7th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2004. http://dx.doi.org/10.1115/esda2004-58210.

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In the field of dynamic buckling analysis of shell structures, the effect of vibration on buckling load and the effect of axial loads on vibration are very interesting phenomena. In this work the finite element method has been applied for dynamic buckling analysis of axi-symmetric shell. The degenerated axi-symmetric shell element and subspace iteration technique has been used to carry out the analysis. The stiffness matrix is stored in band form to have efficient memory management and the 3 × 3 gauss quadrature has been used for calculation of element stiffness matrix and consistent load vector. An attempt is made to study the effect of static in-plane edge loads on the fundamental frequency of axi-symmetric shells. The effect of vibration at a prescribed frequency on the buckling behavior of shell is also investigated. From the limited analysis carried out, it is found that the presence of static in-plane edge loads considerably affects the natural frequency and hence necessitates the evaluation of appropriate natural frequency and mode shapes for use in realistically carrying out the dynamic response analysis of structures subjected to forced vibration by mode superposition method.
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va, Fred, and Henk d. "Refined semi-analytical design sensitivities for buckling." In 7th AIAA/USAF/NASA/ISSMO Symposium on Multidisciplinary Analysis and Optimization. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1998. http://dx.doi.org/10.2514/6.1998-4761.

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Reports on the topic "Buckling analysi"

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Lee, A. S., and S. E. Bumpas. Buckling analysis of spent fuel basket. Office of Scientific and Technical Information (OSTI), May 1995. http://dx.doi.org/10.2172/71376.

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Li, Pengcheng, Bin Jia, and Hao Wang. BUCKLING BEHAVIOR AND OPTIMISATION ANALYSIS OF PRESTRESSED STAYED STEEL COLUMN. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.060.

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Szalai, Jozsef. DIRECT BUCKLING ANALYSIS BASED STABILITY DESIGN METHOD OF STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.066.

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Ziada, H. H. ,. Westinghouse Hanford. Buckling and dynamic analysis of drill strings for core sampling. Office of Scientific and Technical Information (OSTI), May 1996. http://dx.doi.org/10.2172/662035.

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5

Sartory, W. K. Nonlinear analysis of hydraulic buckling instability of ANS involute fuel plates. Office of Scientific and Technical Information (OSTI), March 1993. http://dx.doi.org/10.2172/10141726.

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6

Sartory, W. K. Nonlinear analysis of hydraulic buckling instability of ANS involute fuel plates. Office of Scientific and Technical Information (OSTI), March 1993. http://dx.doi.org/10.2172/6689742.

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7

Gwaltney, R. C. Stress and buckling analyses of the Army M198 Howitzer trails. Office of Scientific and Technical Information (OSTI), October 1987. http://dx.doi.org/10.2172/6114195.

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8

Ostendorp, Markus. Improved Methodology for Limit States Finite Element Analysis of Lattice Type Structures using Nonlinear Post-Buckling Member Performance. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.1178.

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9

ELASTIC BUCKLING OF OUTSTAND STAINLESS-CLAD BIMETALLIC STEEL PLATES. The Hong Kong Institute of Steel Construction, March 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.5.

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Abstract:
The application of stainless-clad (SC) bimetallic steel in various conditions such as offshore and marine environment requires members designed in different cross-sectional shapes, which consist of both internal and outstand elements. To form a comprehensive understanding of buckling behaviour of the SC bimetallic steel members, the behaviour of outstand compression plates needs to be investigated. In this study, the theoretical elastic buckling stress of outstand SC bimetallic steel plates subjected to uniformly distributed uniaxial compression is derived. Considering the position of neutral surface, the energy method and Ritz formulation are used to solve the buckling stress. Adaptation of the first-order shear deformation plate theory (FSDT) is used to modify the solution, which is further compared with finite element analyses. The influence of different parameters such as cladding configuration, clad ratio, elastic modulus ratio, aspect ratio and width-to-thickness ratio on the elastic buckling behaviour of the SC bimetallic plates is analysed. The simplified design formulae and design requirements are summarized to form a comprehensive design method.
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10

ELASTIC BUCKLING OF OUTSTAND STAINLESS-CLAD BIMETALLIC STEEL PLATES SUBJECTED TO UNIAXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.274.

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Abstract:
The application of stainless-clad (SC) bimetallic steel in various conditions such as offshore and marine environment requires members designed in different cross-sectional shapes, which consist of both internal and outstand elements. To form a comprehensive understanding of buckling behaviour of the SC bimetallic steel members, the behaviour of outstand compression plates needs to be investigated. In this study, the theoretical elastic buckling stress of outstand SC bimetallic steel plates subjected to uniformly distributed uniaxial compression is derived. Considering the position of neutral surface, the energy method and Ritz formulation are used to solve the buckling stress. Adaptation of the first-order shear deformation plate theory (FSDT) is used to modify the solution, which is further compared with finite element analyses. The influence of different parameters such as cladding configuration, clad ratio, elastic modulus ratio, aspect ratio and width-to-thickness ratio on the elastic buckling behaviour of SC bimetallic plates is analysed. The simplified design formulae and design requirements are summarized to form a comprehensive design method.
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