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Relevant bibliographies by topics / Distortional Buckling

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Academic literature on the topic 'Distortional Buckling'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Distortional Buckling"

1

Yanli, Guo, Hu Pengwen, Li Xiao, Yao Xingyou, and Xu Bin. "Distortional buckling critical sectional dimensions and effective length of cold-formed steel lipped channel members." E3S Web of Conferences 136 (2019): 04047. http://dx.doi.org/10.1051/e3sconf/201913604047.

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Based on the comparison on buckling stability coefficient between local and distortional buckling, the critical cross-sectional dimensions without considering the distortional buckling for cold-formed steel lipped channel members are put forward. Furthermore, the critical effective length of nonoccurrence of distortional buckling is presented. The research results show that the calculation of distortional bucking strength of cold-formed steel lipped channel members can be avoided by controlling the reasonable cross-sectional dimensions or the effective length.

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2

Yao, Xingyou. "EWM-based design method for distortional buckling of cold-formed thin-walled lipped channel sections with holes." Mathematical Biosciences and Engineering 19, no. 1 (2021): 972–96. http://dx.doi.org/10.3934/mbe.2022045.

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<abstract> <p>The distortional buckling is easy to occur for the cold-formed steel (CFS) lipped channel sections with holes. There is no design provision about effective width method (EWM) to predict the distortional buckling strength of CFS lipped channel sections with holes in China. His aim of this paper is to present an proposal of effective width method for the distortional buckling strength of CFS lipped channel sections with holes based on theoretical and numerical analysis on the partially stiffened element and CFS lipped channel section with holes. Firstly, the prediction

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3

Liu, Shuai, Qi Jie Ma, and Pei Jun Wang. "Behavior and Design of Web-Slotted Cold-Formed Channels Experiencing Local-Distortional-Global Interactive Buckling." Applied Mechanics and Materials 351-352 (August 2013): 747–52. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.747.

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This article aims to shed light on the nonlinear local-distortional-global interactive behavior of web-slotted channel columns by use of the finite element method. The effects of three kinds of initial geometric imperfection based on different distortional buckling mode were evaluated. It indicates that different distortional buckling mode does little difference on the nonlinear interactive buckling behavior of web-slotted channels. Based on the extensive parametric study, some modifications were made to the traditional Effective Width Method for the practical design of web-slotted channel col

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4

Zhou, Tian Hua, Shao Feng Nie, Xiang Bin Liu, and Guang Yi Li. "Experimental Study on Mechanical Behavior of Cold-Formed Steel Three Limbs Built-up Section Members." Advanced Materials Research 163-167 (December 2010): 651–54. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.651.

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18 specimens of cold-formed steel three limbs built-up section members are tested under axial compression load in this paper. The section forms are divided into two categories: A and B. Load-displacement (P-Δ) curves and failure characteristics of specimens are obtained. The results show that: As to section A members, the failure characteristics of LC, MC and SC series of specimens are flexural-torsional buckling, torsional buckling and distortional buckling, local buckling and distortional buckling. As to section B members, the failure characteristics of LC, MC series of specimens are flexura

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5

Dekker, N. W., and A. R. Kemp. "A simplified distortional buckling model for doubly symmetrical I-sections." Canadian Journal of Civil Engineering 25, no. 4 (1998): 718–27. http://dx.doi.org/10.1139/l98-001.

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Lateral torsional instability of I-beams considers the relative displacement of the unstable compression flange to the stable tension flange. It is commonly assumed that little or no distortion takes place between the two flanges. In this paper, an approach is proposed whereby the section properties that control lateral torsional buckling are adjusted to allow for the influence of cross-section distortion, by the use of simple spring models representing the relative stiffness of the flanges and the web. The model is developed for elastic, inelastic, and plastic cases and compared with the resu

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6

Davies, J. M., and C. Jiang. "Design for distortional buckling." Journal of Constructional Steel Research 46, no. 1-3 (1998): 174–75. http://dx.doi.org/10.1016/s0143-974x(98)00107-2.

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7

CHEN, JIAN-KANG, and LONG-YUAN LI. "DISTORTIONAL BUCKLING OF COLD-FORMED STEEL SECTIONS SUBJECTED TO UNIFORMLY DISTRIBUTED TRANSVERSE LOADING." International Journal of Structural Stability and Dynamics 10, no. 05 (2010): 1017–30. http://dx.doi.org/10.1142/s0219455410003877.

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This paper presents an investigation on the influence of stress gradient on the elastic critical stress of distortional buckling of cold-formed steel sections supporting wall sheeting or roof cladding in buildings. The critical stress of distortional buckling of cold-formed steel section beams subjected to a uniformly distributed transverse loading is calculated using the model proposed recently by Li and Chen. The sections investigated in the paper include channel, zed, and sigma sections. Numerical examples are provided that highlight the influence of stress gradient, section dimensions, and

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8

ZIRAKIAN, TADEH, and JIAN ZHANG. "ELASTIC DISTORTIONAL BUCKLING OF SINGLY SYMMETRIC I-SHAPED FLEXURAL MEMBERS WITH SLENDER WEBS." International Journal of Structural Stability and Dynamics 12, no. 02 (2012): 359–76. http://dx.doi.org/10.1142/s0219455412500071.

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The effectiveness of the measures provided in the 2005 American Institute of Steel Construction (AISC) Specification for elastic distortional buckling of doubly symmetric I-shaped flexural members with slender webs was evaluated in a previous study. It was demonstrated that the code equations generally provide conservative strength estimates for the slender-web I-beams, and the amount of the conservatism was found to be rather dramatic for some cases. As a continuation of this effort, the effectiveness and accuracy of the 2005 AISC code provisions as well as predictions for elastic distortiona

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9

Essa, Hesham S., and D. J. Laurie Kennedy. "Station Square revisited: distortional buckling collapse." Canadian Journal of Civil Engineering 21, no. 3 (1994): 377–81. http://dx.doi.org/10.1139/l94-040.

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After failure of the roof of the new Save-on-Foods store at the Station Square development in Burnaby, British Columbia, Canada, the government of British Columbia established a commissioner inquiry to investigate the causes of collapse. Collapse was attributed to an undersized W610 × 113 beam in the cantilever-suspended span arrangement and inadequate buckling resistance of the beam-column assembly. The analysis of the lateral-torsional buckling resistance of the collapsed beam in the commissioner's report did not take into account two counteracting effects: the detrimental effect of the load

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10

Tang, Ting Ting, and Jian Yao. "Comparison and Study on Calculation Methods of Cold-Formed Thin-Walled Lipped Channel Members’ Capacity about Distortional Buckling." Applied Mechanics and Materials 256-259 (December 2012): 581–87. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.581.

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Distortional buckling which is one of the most important buckling modes for cold-formed lipped channel sections as well as local buckling and global buckling may change mechanical properties and decrease the ultimate load of members. This paper reviews research achievements in distortional buckling, compares the existed design methods according to five national (regional) codes and the latest research achievements. Based on the comparison between five calculating data and test results, it is shown that the design method of North American specification has widespread application and relatively

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Dissertations / Theses on the topic "Distortional Buckling"

1

Burrell, Geoffrey Scott. "Distortional buckling in steel I-girders." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 143 p, 2007. http://proquest.umi.com/pqdweb?did=1338867451&sid=1&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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2

Arizou, Ramin. "Distortional Lateral Torsional Buckling of Doubly Symmetric Wide Flange Beams." Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/41574.

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Distortional lateral-torsional buckling theories assume that the flanges remain undistorted, while the web is free to distort as a thin plate. Most theories adopt a cubic polynomial distribution along the web height to relate the lateral displacement of the web to the displacements and angles of twist both flanges. The present study develops a family of finite element solutions for the distortional buckling of wide flange beams in which the flanges are assumed to remain undistorted. In contrast to past theories, the lateral displacement distribution along the web height is characterized by sup

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3

Ho, Teck Tuak. "Analysis of distortional buckling in continuous composite beams." Thesis, University of Nottingham, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275729.

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Pezeshky, Payam. "Distortional Static and Buckling Analysis of Wide Flange Steel Beams." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36074.

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Existing design provisions in design standards and conventional analysis methods for structural steel members are based on the simplifying kinematic Vlasov assumption that neglects cross-sectional distortional effects. While the non-distortional assumption can lead to reasonable predictions of beam static response and buckling strength in common situations, past work has shown the inadequacy of such assumption in a number of situations where it may lead to over-predicting the strength of the members. The present study thus develops a series of generalized theories/solutions for the static anal

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Ng, Maurice Loong-Hon. "Use of Fourier series in examining the distortional buckling of beams /." St. Lucia, Qld, 2003. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17264.pdf.

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Chung, Kwok Fai. "The elastic distortional and local plate buckling of slender web beam." Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/7860.

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Poon, Chou Ping. "Advanced finite element models for the distortional buckling analysis of I-beams." St. Lucia, Qld., :, 2003. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe17278.pdf.

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8

Hassan, Rusul. "Distortional Lateral Torsional Buckling Analysis for Beams of Wide Flange Cross-sections." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/24008.

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Structural steel design standards recognize lateral torsional buckling as a failure mode governing the capacity of long span unsupported beams with wide flange cross-sections. Standard solutions start with the closed form solution of the Vlasov thin-walled beam theory for the case of a simply supported beam under uniform moments, and modify the solution to accommodate various moment distributions through moment gradient expressions. The Vlasov theory solution is based on the assumption that cross-sectional distortional effects have a negligible effect on the predicted elastic critical moment.

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Haidarali, Mohammad Reza. "Local and distortional buckling behaviour of cold-formed steel Z section beams." Thesis, Imperial College London, 2011. http://hdl.handle.net/10044/1/6992.

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The economic use of cold-formed steel members means that buckling and the possible loss of effectiveness it produces are important features of design. Cross-sectional instabilities in laterally-restrained cold-formed steel beams include local and distortional buckling. The prediction of the true buckling behaviour of cold-formed steel beams accounting for all governing features such as geometrical imperfections, spread of yielding, postbuckling etc. has been possible with the development of advanced numerical modelling. In this thesis, the finite element (FE) method (ABAQUS) has been used to d

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Ranawaka, Thanuja. "Distortional buckling behaviour of cold-formed steel compression members at elevated temperatures." Thesis, Queensland University of Technology, 2006. https://eprints.qut.edu.au/16417/6/Thanuja_Ranawaka_Thesis.pdf.

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In recent times, light gauge cold-formed steel sections have been used extensively in residential, industrial and commercial buildings as primary load bearing structural components. This is because cold-formed steel sections have a very high strength to weight ratio compared with thicker hot-rolled steel sections, and their manufacturing process is simple and cost-effective. However, these members are susceptible to various buckling modes including local and distortional buckling and their ultimate strength behaviour is governed by these buckling modes. Fire safety design of building st

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Books on the topic "Distortional Buckling"

1

Essa, Hesham S. Distortional buckling of steel beams. Dept. of Civil Engineering, University of Alberta, 1993.

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2

Michaleris, Pan. Minimization of welding distortion and buckling: Modelling and implementation. WP, Woodhead Publishing, 2011.

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Michaleris, Pan. Minimization of welding distortion and buckling. Woodhead Publishing Limited, 2011. http://dx.doi.org/10.1533/9780857092908.

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4

Michaleris, Pan. Minimization of Welding Distortion and Buckling: Modelling and Implementation. Elsevier Science & Technology, 2011.

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Michaleris, Pan. Minimization of Welding Distortion and Buckling: Modelling and Implementation. Elsevier Science & Technology, 2018.

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6

Wang, Jiangchao, and Qingya Zhang. Computational Welding Mechanics for Engineering Application: Buckling Distortion of Thin Plate and Residual Stress of Thick Plate. CRC Press LLC, 2023.

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Wang, Jiangchao, and Qingya Zhang. Computational Welding Mechanics for Engineering Application: Buckling Distortion of Thin Plate and Residual Stress of Thick Plate. CRC Press LLC, 2023.

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Book chapters on the topic "Distortional Buckling"

1

Hancock, G. J. "Finite Strip Buckling and Nonlinear Analyses and Distortional Buckling Analysis of Thin-Walled Structural Members." In Coupled Instabilities in Metal Structures. Springer Vienna, 1998. http://dx.doi.org/10.1007/978-3-7091-2510-6_5.

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2

Mimoune, M., and S. Siouane. "Numerical Analysis on Lateral Distortional Buckling of Octagonal Castellated Steel Beams." In GCEC 2017. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8016-6_34.

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3

Bukasa, G. M., and M. Dundu. "Experimental investigation of distortional buckling of single channels restrained by angle cleats." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-120.

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Bukasa, G. M., and M. Dundu. "Numerical study of distortional buckling of single channels restrained by angle cleats." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-119.

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Bukasa, G. M., and M. Dundu. "Experimental investigation of distortional buckling of single channels restrained by angle cleats." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-120.

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Bukasa, G. M., and M. Dundu. "Numerical study of distortional buckling of single channels restrained by angle cleats." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems. CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-119.

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7

Sadovský, Zoltán, and Jozef Kriváček. "Buckling Strength of Lipped Channel Column Considering Local, Distortional and Global Eigenmode Imperfections." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_34.

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8

Huynh, Le Anh Thi, Cao Hung Pham, and Kim J. R. Rasmussen. "Experimental Investigation of Cold-Rolled Aluminium Alloy 5052 Columns Subjected to Distortional Buckling." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_43.

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Huynh, Le Anh Thi, Cao Hung Pham, and Kim J. R. Rasmussen. "Numerical Simulation of Cold-Rolled Aluminium Alloy 5052 Columns Subjected to Distortional Buckling." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-0802-8_44.

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10

Deepak, O. P., and P. Aravinth. "Numerical Investigation on Cold-Formed Steel Web Stiffened Lipped Channel Columns Subjected to Local-Distortional Interaction Mode Buckling." In Springer Proceedings in Materials. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-8319-3_61.

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Conference papers on the topic "Distortional Buckling"

1

Benn, Ernie, Simon Yuen, Andrea Weston, Michael J. Jirinec, George Y. Lai, and Mark Stoutamire. "Restoration of a Petroleum Refinery Vessel Using Weld Metal Overlay." In CORROSION 1998. NACE International, 1998. https://doi.org/10.5006/c1998-98581.

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Abstract An atmospheric crude tower was subjected to accelerated corrosion over a short period of time. The corrosion mechanism was due primarily to changes in the feed, with higher quantities of sulfur compounds being processed at higher operating temperatures. The corrosion damage extended over a height of 14ft (4.3m) between the medium gas oil and diesel zones in the carbon steel section of the tower. In view of the criticality of the vessel to the refinery’s operations, a decision was made to restore the vessel integrity using weld metal overlay. After a complete structural design review,

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2

Ng, M. L. H., and H. R. Ronagh. "FOURIER SERIES-BASED MODEL FOR DISTORTIONAL BUCKLING ANALYSIS." In Proceedings of the Second International Conference. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812776228_0067.

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3

Kwon, Young Bong, and Ho Sang Park. "Compression Tests of Longitudinally Stiffened Plates Undergoing Distortional Buckling." In IABSE Symposium, Venice 2010: Large Structures and Infrastructures for Environmentally Constrained and Urban ised Areas. International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/venice.2010.0092.

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4

Jůza, J., and M. Jandera. "DISTORTIONAL BUCKLING RESISTANCE OF THIN-WALLED PROFILES MADE OF STAINLESS STEEL." In Engineering Mechanics 2020. Institute of Thermomechanics of the Czech Academy of Sciences, Prague, 2020. http://dx.doi.org/10.21495/5896-3-258.

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5

Cardoso, Daniel Carlos Taissum, Guilherme Cardoso de Salles, Eduardo de Miranda Batista, and Paulo Batista Gonçalves. "Closed-Form Equation for Distortional Buckling of Cold-Formed Lipped Channels Subject to Compression." In XXXVIII Iberian-Latin American Congress on Computational Methods in Engineering. ABMEC Brazilian Association of Computational Methods in Engineering, 2017. http://dx.doi.org/10.20906/cps/cilamce2017-0258.

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Nakai, Tatsuro, Hisao Matsushita, and Norio Yamamoto. "Pitting Corrosion and Its Influence on Local Strength of Hull Structural Members." In ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2005. http://dx.doi.org/10.1115/omae2005-67025.

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The objective of this study is to obtain basic data for discussing the structural integrity of aged ships, especially hold frames of aged bulk carriers. Firstly, shapes of corrosion pits observed on hold frames of bulk carriers have been investigated. It was shown that the shape of the corrosion pits is a circular cone and the ratio of the diameter to the depth is in the range between 8 to 1 and 10 to 1. Secondly, a series of tensile tests has been conducted to investigate the effect of pitting corrosion on tensile strength. It was pointed out that the tensile strength decreases gradually and

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7

DUBINA, D., V. UNGUREANU, and I. SZABO. "INFLUENCE OF LOCAL AND SECTIONAL GEOMETRICAL IMPERFECTIONS ON THE LOCAL/DISTORTIONAL AND INTERACTIVE BUCKLING MODES OF COLD-FORMED MEMBERS." In Proceedings of the Third International Conference. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160095_0021.

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8

Lejano, Bernardo A. "C-section Cold-Formed Steel as Structural Members in Housing Construction in the Philippines." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0235.

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<p>Getting good lumber for housing construction is becoming difficult in the Philippines due to existing partial log ban. Although, the use of reinforced concrete is still the most popular in construction, an emerging alternative is the use of cold-formed steel (CFS). It is gaining popularity because of its high strength-to- weight ratio. However, information about the structural performance of locally-produced cold-formed steel is almost nonexistent. Although, design provisions are stipulated in the local Code, these are based on formulas developed abroad, hence the need to investigate

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Xu, Jun, and Wei Li. "A Simulation Study on Welding Induced Distortion Control for Large Box Beam Structures." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-60034.

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Welding induced distortion in large structures is a major quality concern in industry. Many methods have been proposed in recent years to minimize the welding induced distortion. Among the available methods, transient thermal tensioning has been shown effective for minimizing the welding induced buckling distortion for T-joints. Due to the complexity of the welding process, different structures may require different strategies for distortion control. This paper presents a finite element simulation study on the distortion control for large box beam structures. The transient thermal tensioning m

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Yang, Y. P., F. W. Brust, A. Ezeilo, and N. McPherson. "Weld Modeling of Thin Structures With VFT Software." In ASME/JSME 2004 Pressure Vessels and Piping Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/pvp2004-2653.

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Virtual fabrication technology (VFT) weld modeling software has been mainly used in thick-structure welding simulation. Recently both U. S. and European shipyards have shown strong interests in using the software to predict and control welding distortion of thin-plate ship panels. It is more complicated to simulate the welding of thin structures than thick structures because buckling distortion often occurs during the welding of thin structures. To evaluate the effectiveness of VFT for predicting distortion in thin structures, a bead-on-plate specimen, a butt joint of two large plates, and a l

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Reports on the topic "Distortional Buckling"

1

EXPERIMENTAL STUDY ON INTERACTION OF DISTORTIONAL AND GLOBAL BUCKLING OF STAINLESS STEEL LIPPED CHANNEL COLUMNS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.7.

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This paper presents an experimental program to investigate distortional and global interaction buckling of stainless steel lipped channel columns in compression. Appropriate cross-sections and lengths were chosen so as to observe distortional-overall interaction buckling. In total, 21 buckling tests were conducted. After a brief introduction to the choice of column specimen geometries, key experimental results have been presented and discussed. The tests aim to study and observe the effect of distortional-global interactive buckling, study member under pin-ended boundary conditions, and provid

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