Littérature scientifique sur le sujet « Buckling verification »
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Articles de revues sur le sujet "Buckling verification"
Braun, Benjamin, Martin Deutscher et Ulrike Kuhlmann. « Stability verification of hydraulic steel structures ». Advances in Structural Engineering 21, no 16 (17 juillet 2018) : 2553–70. http://dx.doi.org/10.1177/1369433218787722.
Texte intégralJing, Zhao, Qin Sun, Ke Liang et Jianqiao Chen. « Closed-Form Critical Buckling Load of Simply Supported Orthotropic Plates and Verification ». International Journal of Structural Stability and Dynamics 19, no 12 (décembre 2019) : 1950157. http://dx.doi.org/10.1142/s0219455419501578.
Texte intégralDeo, M. V., et P. Michaleris. « Experimental Verification of Distortion Analysis of Welded Stiffeners ». Journal of Ship Production 18, no 04 (1 novembre 2002) : 216–25. http://dx.doi.org/10.5957/jsp.2002.18.4.216.
Texte intégralBluhm, Gore Lukas, Keld Christensen, Konstantinos Poulios, Ole Sigmund et Fengwen Wang. « Experimental verification of a novel hierarchical lattice material with superior buckling strength ». APL Materials 10, no 9 (1 septembre 2022) : 090701. http://dx.doi.org/10.1063/5.0101390.
Texte intégralGE, HANBIN, et XIAOQUN LUO. « A SEISMIC PERFORMANCE EVALUATION METHOD FOR STEEL STRUCTURES AGAINST LOCAL BUCKLING AND EXTRA-LOW CYCLE FATIGUE ». Journal of Earthquake and Tsunami 05, no 02 (juin 2011) : 83–99. http://dx.doi.org/10.1142/s1793431111001005.
Texte intégralAnandjiwala, R. D., et J. W. Gonsalves. « Nonlinear Buckling of Woven Fabrics Part II : Recovery from Buckling and Experimental Verification ». Textile Research Journal 79, no 1 (janvier 2009) : 4–13. http://dx.doi.org/10.1177/0040517508091316.
Texte intégralHradil, Petr, et Asko Talja. « Numerical verification of stainless steel overall buckling curves ». Thin-Walled Structures 83 (octobre 2014) : 52–58. http://dx.doi.org/10.1016/j.tws.2014.01.011.
Texte intégralKaramanos, Spyros A., et John L. Tassoulas. « Tubular Members. II : Local Buckling and Experimental Verification ». Journal of Engineering Mechanics 122, no 1 (janvier 1996) : 72–78. http://dx.doi.org/10.1061/(asce)0733-9399(1996)122:1(72).
Texte intégralKoyano, Kazuhisa, Masanori Fujita et Mamoru Iwata. « Verification of Clearance and Gap for Fabricating the Buckling-Restrained Brace Using Steel Mortar Planks ». Key Engineering Materials 763 (février 2018) : 941–48. http://dx.doi.org/10.4028/www.scientific.net/kem.763.941.
Texte intégralKala, Zdeněk. « Probabilistic Verification of Structural Stability Design Procedures ». Open Civil Engineering Journal 12, no 1 (27 septembre 2018) : 283–89. http://dx.doi.org/10.2174/1874149501812010283.
Texte intégralThèses sur le sujet "Buckling verification"
Horáček, Martin. « Klopení tenkostěnných ocelových nosníků s otvory ve stěně ». Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-355631.
Texte intégralBedon, Chiara. « Problemi di stabilità negli elementi in vetro strutturale e studio innovativo di facciate in vetro-acciaio sottoposte a carico da esplosione ». Doctoral thesis, Università degli studi di Trieste, 2012. http://hdl.handle.net/10077/7403.
Texte intégralRecentemente, la richiesta architettonica sempre più spinta di trasparenza e luminosità ha favorito la diffusione nell’edilizia del vetro come materiale da costruzione. Sebbene si tratti di un materiale ancora poco conosciuto rispetto ad altri materiali convenzionali, il vetro trova, infatti, ampia applicazione nelle realizzazioni strutturali più innovative. Anche se le soluzioni architettoniche proposte trovano ampio consenso, spesso la difficoltà principale consiste nel dimensionare adeguatamente tali elementi e nel preservarne l’integrità da eventuali fenomeni di instabilità. Con riferimento a questo tema, nella presente tesi vengono proposte alcune significative formulazioni analitiche per la verifica di stabilità di elementi in vetro monolitico, stratificato o vetro-camera, con particolare attenzione per il comportamento di travi compresse, travi inflesse, pannelli sottoposti a compressione nel piano o taglio nel piano. Allo stesso tempo, viene studiato il comportamento di facciate in vetro-acciaio sottoposte a carico da esplosione, con riferimento specifico a due tipologie di facciata note come facciate continue a lastre indipendenti, controventate da un sistema di cavi pretesi, e facciate a pannelli, nelle quali le lastre di vetro sono sostenute da un telaio metallico di supporto. Per ciascuna tipologia di facciata, vengono evidenziate le criticità dovute a carichi da esplosione di varia intensità mediante opportuni modelli numerici. Inoltre, viene analizzato l’effetto di eventuali dispositivi in grado di mitigarne le componenti principali assorbendo e/o dissipando parte dell’energia d’ingresso associata all’evento esplosivo.
Recently, due to aesthetic and architectural requirements of transparency and lightness, the use of glass as a structural material showed a strong increase. Although its load carrying behavior is actually not well-known, glass finds large application in modern and innovative buildings. Nevertheless, the main difficulties are related to the proper design of these structural elements and in the preservation of their integrity, avoiding possible buckling phenomena. In this context, this Doctoral Thesis proposes a series of interesting analytical formulations suitable for the buckling verification of monolithic, laminated, insulated structural glass element, with particular attention for the load carrying behavior of beams in compression or in bending, as well as for the buckling response of glass panels subjected to in-plane compression or shear. At the same time, the Thesis focuses also on the dynamic behavior of two different typologies of steel-glass façades subjected to air blast loads, whit particular attention to the analysis of cable-supported façades and conventional curtain walls, in which a metallic frame supports the glass panels. In both the circumstances, accurate numerical simulations are performed to highlight the criticalities of similar structural systems, in presence of high-level or medium / low-level air blast loads. Finally, the structural benefits of possible devices able to mitigate the effects of explosions in the main components of these façades, by partly storing / dissipating the incoming energy, are investigated numerically and analytically.
XXIV Ciclo
1983
Lin, Hsien-Liang, et 林憲良. « Pseudodynamic Testing and Verification of Buckling Restrained Nonlinear Components ». Thesis, 2007. http://ndltd.ncl.edu.tw/handle/86418511590087552013.
Texte intégral國立成功大學
土木工程學系碩博士班
95
The nonlinear behavior of a structure under severe earthquake is difficult to predict if the corresponding mathematical model is unknown or complicated to identify. As control hardware and software evolved, the pseudodynamic testing technique is getting more and more mature and can be implemented to observe the dynamic response of a nonlinear component. The step-by-step Newmark explicit integration method is applied together with the help of NI-6031E data acquisition card and INSTRON 8800 material testing machine to conduct the experimental task. The restoring force of the nonlinear specimen is measured and fed back to the numerical model to predict the displacement of next step. In order to construct a pseudodynamic testing apparatus, the SIMULINK toolbox and the Real-Time Window Target package provided by the MathWorks are integrated to serve as the communication medium to the INSTRON 8800 controller. A few critical calibration procedures are also suggested in this study to ensure the precision and accuracy of experimental measurements that will consolidate the results of a typical pseudodynamic testing. Some critical parameters of a nonlinear hysteretic model of the simple buckling restrained component (SBRC) are identified based on the result of standard loading protocol suggested by AISC. The simulated responses subjected different earthquake excitations are compared with the experimental data measured from a series of pseudodynamic testing on these SBRC specimens. The results show that the identified hysteretic model requires some modifications to conform to the real dynamic behavior observed from the pseudodynamic testing.
Anwar, Gulzaib. « Assessment of Eurocode methodologies for verification of flexural and lateral torsional buckling of prismatic beam-columns ». Master's thesis, 2015. http://hdl.handle.net/10316/38641.
Texte intégralAt present, EC3 provides several methodologies for the stability verification of members and frames. Each of these methodologies has its own scope of applicability. The rules provided in clause 6.3.1 are for flexural buckling of uniform members and are based on the famous Ayrton-Perry type of formulation which is of straight-forward application and it has a clear mechanical background. Clause 6.3.2 of the Eurocode deals with lateral torsional buckling of uniform members. In this thesis focus is given to prismatic beam-columns. They can be designed using clause 6.3.3 which gives the interaction formulae for stability verification of a member subject to bending moment and axial force; as an alternative – in clause 6.3.4 the General Method is suggested. However, application of this method has been shown not to be reliable in many scientific studies – either due to the lack of mechanical consistency or due to the lack of clarification in adopting certain decisions for non-standard situations. It was the purpose of this study to review the application of existing procedures for verification of flexural and lateral-torsional buckling of simply supported prismatic beamcolumns. This included recent proposals for lateral-torsional buckling of beams (Taras, 2010), the consideration of cross-section classification along member length (Greiner et al, 2011) and safety assessment and comparison of existing procedures in EC3-1-1 by a parametric study consisting of I-shaped cross sections ranging from class 1 to class 3, with different lengths, loading types (uniaxial bending with axial force) and height over width (h/b) ratios. Results from clauses 6.3.1 to 6.3.3, general method and GMNIA were calculated for 4144 cases. In comparison with results from 6.3.1 to 6.3.3, the general method is more unsafe. Its results were found to vary with increasing cross sectional slenderness and increasing length. On the other hand results from clauses 6.3.1 to 6.3.3 are more conservative. In comparison, the general method was found to have a higher spread as indicated by the standard deviation of its results than from 6.3.1 to 6.3.3. Results from general method varied when calculated from different alternatives in the general method. When interpolation criteria was used in the general method, the results were more un-conservative in comparison to the minimum criteria. The spread of the general method included both safe and unsafe results whereas the results from 6.3.1 to 6.3.3 remained mostly conservative.
Chapitres de livres sur le sujet "Buckling verification"
Mendes, Luiz Carlos, et Gustavo Coquet Braga. « Structural instability mechanisms on bridges neoprene bearings ». Dans METHODOLOGY FOCUSED ON THE AREA OF INTERDISCIPLINARITY- V1. Seven Editora, 2023. http://dx.doi.org/10.56238/methofocusinterv1-085.
Texte intégralGizejowski, M., R. Szczerba et M. Gajewski. « A unified resistance verification of beam-columns not susceptible to LT-buckling ». Dans Metal Structures 2016, 169–77. CRC Press, 2016. http://dx.doi.org/10.1201/b21417-24.
Texte intégral« 7.3. Dynamic effects on building. 3.7.4. Noise. 3.7.5. Starting time requirements. 3.7.6. Life expectation. 3.7.7. Instructions. 4. Unusual verification tests. 4.1. General remarks. 4.2. Tests with non-axial load. 4.3. Buckling tests. 4.4. Tests with specification sets subjected to bending. 4.5. Fatigue performance of servo-controlled testing systems. 4.6. Constant load devices. 4.7. Constant load tests. 4.8. Tests with sudden variations of the specimen reaction. 4.9. Transition problems in block programming. 5. Comments. 5.1. General remarks. 5.2. Possible approaches to specification of performance. 5.3. Stiffness. 5.4. Effects on stress distribution in specimens. 5.5. Friction. 5.5.1. General remarks. 5.5.2. Effects of friction on gripping devices, etc. 5.5.3. Effects of friction in load measuring devices. 5.6. Accuracy. 5.7. Energy considerations. 6. Notation. 7. Index. 1. INTRODUCTION 1.1. Purpose ». Dans RILEM Technical Recommendations for the testing and use of construction materials, 1530–31. CRC Press, 1994. http://dx.doi.org/10.1201/9781482271362-369.
Texte intégralActes de conférences sur le sujet "Buckling verification"
Huang, Xiaoxia. « Engineering Algorithm and Verification of the Composite Stiffened Panel’S Compression Buckling ». Dans 2020 11th International Conference on Mechanical and Aerospace Engineering (ICMAE). IEEE, 2020. http://dx.doi.org/10.1109/icmae50897.2020.9178881.
Texte intégralCheng, Hang Shawn, Jian Cao et Hui-Ping Wang. « Experimental and Numerical Analysis of the Buckling and Post-Buckling Phenomenon in the Yoshida Test ». Dans ASME 2006 International Manufacturing Science and Engineering Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/msec2006-21029.
Texte intégralAndo, Masanori, Taiji Tezuka, Toshio Nakamura, Tomohiro Okawa, Yasuhiro Enuma, Nobuchika Kawasaki et Kazuyuki Tsukimori. « An Evaluation Method for Plastic Buckling of Cantilever Type Pipes Controlled by Displacement Loads : Part 2—Verification of Proposal Method by Buckling Test ». Dans ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57548.
Texte intégralChen, Qishi, Heng Aik Khoo, Roger Cheng et Joe Zhou. « Remaining Local Buckling Resistance of Corroded Pipelines ». Dans 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31512.
Texte intégralIijima, Toru, Kenichi Suzuki, Hideyuki Morita, Shinsuke Murakami et Koichi Tai. « The Ultimate Strength of Cylindrical Liquid Storage Tanks Under Earthquakes : Seismic Capacity Test of Tanks Used in PWR Plants — Part 1, Evaluation Method Verification Test ». Dans ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61305.
Texte intégralWang, Zhanghai, Daryl Bast et David Shen. « Butane Storage Bullet Calculation and FEA Verification ». Dans ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71123.
Texte intégralOkafuji, Takashi, Kazuhiro Miura, Hiromi Sago, Hisatomo Murakami, Masanori Ando et Satoshi Okajima. « Development of the Buckling Evaluation Method for Large Scale Vessel in Fast Reactors by the Testing of Austenitic Stainless Steel Vessel With Severe Initial Imperfection Subjected to Horizontal and Vertical Loading ». Dans ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-84605.
Texte intégralRastgar Agah, Mobin, Kaveh Laksari, Kurosh Darvish et Alexander Rachev. « Buckling of Porcine Aorta Under Static and Dynamic Loading ». Dans ASME 2012 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/sbc2012-80931.
Texte intégralMatheson, Ian, Malcolm Carr, Ralf Peek, Paul Saunders et Nigel George. « Penguins Flowline Lateral Buckle Formation Analysis and Verification ». Dans ASME 2004 23rd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2004. http://dx.doi.org/10.1115/omae2004-51202.
Texte intégralIvanov, Stoyan. « Lateral torsional buckling of plate girder composite bridges – general method ». Dans IABSE Congress, Ghent 2021 : Structural Engineering for Future Societal Needs. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.0675.
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