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Relevant bibliographies by topics / Local buckling

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Academic literature on the topic 'Local buckling'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Local buckling"

1

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 l

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Paik, Jeom Kee, Anil K. Thayamballi, and Young Eel Park. "Local Buckling of Stiffeners in Ship Plating." Journal of Ship Research 42, no. 01 (1998): 56–67. http://dx.doi.org/10.5957/jsr.1998.42.1.56.

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The aim of the present study is to analytically investigate the characteristics of local buckling of the stiffener web in the stiffened panels under uniaxial compressive loads. A plate-stiffener combination model is used as representative of the stiffened panel. The elastic buckling condition for the stiffener web is analytically derived by solving the characteristic value problem involving the governing differential equation under the corresponding loading and boundary conditions. A series of analyses of stiffener web buckling strength for varying proportions of plating and web/flange is carr

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3

MOHAN, S. J., N. PRASAD RAO, and N. LAKSHMANAN. "FLEXURAL AND LOCAL BUCKLING INTERACTION OF STEEL ANGLES." International Journal of Structural Stability and Dynamics 05, no. 02 (2005): 143–62. http://dx.doi.org/10.1142/s0219455405001519.

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The column buckling equation and plate buckling equation are merged to obtain a graphical relation in the elastic and inelastic buckling ranges. This graphical relation has been used to classify all possible modes of hot rolled angle sections investigated by previous researchers in their experimental works. Forced plate buckling experiments have been carried out to verify the graphical relation for plate buckling. Design practices adopted by various standards for design of steel angles, have been compared with respect to this graphical relation and discussed. The importance of width to thickne

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4

Latif, Wajahat, and Donald W. White. "Flange Local Buckling Resistance and Local–Global Buckling Interaction in Slender-Flange Welded I-Section Beams." Engineering Journal 59, no. 2 (2022): 113–33. http://dx.doi.org/10.62913/engj.v59i2.1187.

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AISC Specification Chapter F characterizes the flange local buckling (FLB) strength of I-section members having a slender compression flange as the theoretical elastic plate local buckling resistance, ignoring beneficial local post-buckling strength. Previous research has shown that this results in highly conservative strength predictions for slender-flange members. Additionally, potential interaction between local and global lateral-torsional buckling modes is not considered in the AISC Specification. These aspects can be important in applications involving the use of slender-flange members.

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Huang, Xin Lei, and Ai Min Ji. "Analysis of Nonlinear Local Buckling of Crane Telescopic Boom." Applied Mechanics and Materials 387 (August 2013): 197–201. http://dx.doi.org/10.4028/www.scientific.net/amm.387.197.

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The problems of nonlinear local buckling of telescopic boom of truck crane in the practical working condition were studied. The arc-length method of nonlinear buckling analysis was introduced. And the corresponding solving steps were given. Based on ANSYS software and redevelopment of ANSYS with APDL (ANSYS Parametric Design Language), the solution of critical stress of nonlinear local buckling of the boom was obtained. The critical stress values of the linear buckling and those of the nonlinear buckling of the boom were compared. The influence of different initial imperfection on the critical

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Sui, Qianqian, Changliang Lai, and Hualin Fan. "Buckling analyses of double-shell octagonal lattice truss composite structures." Journal of Composite Materials 52, no. 9 (2017): 1227–37. http://dx.doi.org/10.1177/0021998317723446.

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To reveal the compression failure modes of one-dimensional hierarchical double-shell octagonal lattice truss composite structures (DLTCSs), finite element modeling and equivalent continuum models were developed. DLTCS has three typical failure modes: (a) fracture of the strut, (b) global buckling, and (c) local buckling. Failure mode maps were constructed. It is found that column of long enough length will collapse at global buckling. When the column length decreases, the failure mode will turn to local buckling and strut fracture successively. Bay length greatly influences the buckling mode.

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AHN, KWANG-HYUN, JIN-SUNG KIM, and HOON HUH. "ENERGY ABSORPTION OF EXPANSION TUBE CONSIDERING LOCAL BUCKLING CHARACTERISTICS." International Journal of Modern Physics B 22, no. 31n32 (2008): 5993–99. http://dx.doi.org/10.1142/s0217979208051480.

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This paper deals with the crash energy absorption and the local buckling characteristics of the expansion tube during the tube expanding processes. In order to improve energy absorption capacity of expansion tubes, local buckling characteristics of an expansion tube must be considered. The local buckling load and the absorbed energy during the expanding process were calculated for various types of tubes and punch shapes with finite element analysis. The energy absorption capacity of the expansion tube is influenced by the tube and the punch shape. The material properties of tubes are also impo

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Li, Wei, Jing Dong, Hui Qu, Lanqin Wang, and Kun Zhao. "Local Buckling Development of H-Section Steel Core of Buckling-Restrained Brace." Buildings 12, no. 2 (2022): 227. http://dx.doi.org/10.3390/buildings12020227.

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To enhance the theoretical basis for the half-wavelength evaluation of high-order local buckling of section steel used as inner core of buckling-restrained brace, this paper conducts theoretical and numerical studies on the local buckling development of an H-section steel core of buckling restrained brace. Firstly, the elastic buckling development of the flange under monotonic compression is theoretically discussed based on the elastic buckling theory of plate and the principle of virtual displacement. The numerical model for the buckling restrained brace with H-section steel core is then esta

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Chen, Qi Feng, and Mu Yu Liu. "Buckling Analysis of Stiffened Plate with Local Imperfections under In-Plane Bending." Applied Mechanics and Materials 351-352 (August 2013): 290–96. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.290.

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Elastic buckling of stiffened plate with local imperfections were presented in this paper. As its difficult to analysis buckling character of the stiffened plate with local imperfections by using elastic plate theory, this paper used finite element method (FEM) to model 30 different cases of local imperfections in stiffened plate, and analysed how the size, depth and direction of local imperfections affect the critical buckling coefficient of the stiffened plate. Results shown that, the size, depth and direction of local imperfections are have significant impact to the buckling behavior of sti

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Kwon, Young Bong, Jin Hwan Cheung, Byung Seung Kong, Hwan Woo Lee, and Kwang Kyu Choi. "Flexural Tests on the H-Section Simple Beams with Local Buckling." Applied Mechanics and Materials 105-107 (September 2011): 1677–80. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1677.

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This paper describes a series of flexural tests conducted on the H-section beams fabricated from SM490 plate of thickness 0.6mm with nominal yield stress 315 MPa. Flexural members with large width-to-thickness ratios in the flanges or the web may undergo local buckling before lateral-torsional buckling. The local buckling has a negative effect on the moment capacity based on the lateral-torsional buckling. Simple bending moment capacity formulas for flexural members were calibrated to the test results to account for interaction between local buckling and lateral-torsional buckling. The ultimat

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Dissertations / Theses on the topic "Local buckling"

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Hakmi, M. R. "Local buckling of sandwich panels." Thesis, University of Salford, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234622.

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Clarin, Mattias. "Plate buckling resistance : patch loading of longitudinally stiffened webs and local buckling /." Luleå : Division of Structural Engineering - Steel Structures, Department of Civil, Mining and Environmental Engineering, Luleå University of Technology, 2007. http://epubl.ltu.se/1402-1544/2007/31/LTU-DT-0731-SE.pdf.

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Yoon, Soon Jong. "Local buckling of pultruded I-shape columns." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/20118.

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Da, Silva Vellasco Pedro Colmar Goncalves. "Local web buckling in tapered composite beams." Thesis, Imperial College London, 1992. http://hdl.handle.net/10044/1/29499.

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Recent demand for very heavily serviced widespan office floors has led, as a natural development of the concept of haunched and tapered frames, to the use of composite flooring systems supported by tapered (varying web depth) beams. These systems are very attractive from an economic point of view, combining wide spans, rapid erection and easy access to services between the shallow parts of the beam and the ceiling below. One of the most pressing needs is for a better understanding of the local buckling behaviour of the relatively deep slender web at changes of slope in the lower flange, in par

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Ghosh, Biswarup. "Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/31803.

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In this thesis improved expressions for elastic local plate buckling and overall panel buckling of uniaxially compressed T-stiffened panels are developed and validated with 55 ABAQUS eigenvalue buckling analyses of a wide range of typical panel geometries. These two expressions are equated to derive a new expression for the rigidity ratio (EIx/Db)CO that uniquely identifies Â¡Â°crossoverÂ¡Â± panels Â¨C those for which local and overall buckling stresses are the same. The new expression for (EIx/Db)CO is also validated using the 55 FE models. Earlier work by (Chen, 2003) had produced a new step

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Clarin, Mattias. "High strength steel : local buckling and residual stresses." Licentiate thesis, Luleå, 2004. http://epubl.luth.se/1402-1757/2004/054.

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Bonanni, David L. "Local buckling and crippling of composite stiffener sections." Thesis, Virginia Polytechnic Institute and State University, 1988. http://hdl.handle.net/10919/80050.

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The local buckling, postbuckling, and crippling (failure) of channel, zee, and I- and J-section stiffeners made of AS4/3502 graphite-epoxy unidirectional tape are studied by experiment and analysis. Thirty-six specimens were loaded in axial compression as intermediate length columns. Examination of the experimental results indicates the existence of a number of damage initiation modes, all of which involve either delamination in some part of the specimen or local material strength failure in a comer of the specimen. The ratio of the flange width to thickness has a strong influence on the buckl

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Dardano, Nicola. "Delamination of thin layers promoted by local buckling." Thesis, IMT Alti Studi Lucca, 2022. http://e-theses.imtlucca.it/363/1/Dardano_phdthesis.pdf.

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This dissertation investigates the combined phenomena of buckling and fracture, which occur in thin superficial layers subjected to compressive forces. As a representative case, the four-point bending test on laminated specimens with midspan, through-the-width delaminations, is taken into consideration: a mechanical model of the test was developed and experimental tests on carbon fiber laminates were conducted. The thesis is subdivided into six Chapters. Chapter 1 presents a general introduction to the investigated problem. Chapter 2 illustrates the state of the art on delamination in composi

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Becque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns." Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3772.

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Abstract: The objective of this research is to investigate the interaction of local and overall flexural buckling in cold-formed stainless steel columns. Literature study exposes a lack of understanding of this subject and a need for experimental data, particularly on the local-overall interaction buckling of stainless steel open sections. Two separate experimental programs were therefore carried out. The first program included 36 tests on pin-ended lipped channel columns. Three alloys were considered: AISI 304, AISI 430 and 3Cr12. The specimens were designed to fail by local-overall interact

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Becque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns." University of Sydney, 2008. http://hdl.handle.net/2123/3772.

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PhD<br>Abstract: The objective of this research is to investigate the interaction of local and overall flexural buckling in cold-formed stainless steel columns. Literature study exposes a lack of understanding of this subject and a need for experimental data, particularly on the local-overall interaction buckling of stainless steel open sections. Two separate experimental programs were therefore carried out. The first program included 36 tests on pin-ended lipped channel columns. Three alloys were considered: AISI 304, AISI 430 and 3Cr12. The specimens were designed to fail by local-overall i

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Books on the topic "Local buckling"

1

Hakmi, Mohammed Raheef. Local buckling of sandwich panels. University of Salford, 1988.

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2

R, Johnson Eric, Starnes James H, and United States. National Aeronautics and Space Administration., eds. Local buckling and crippling of composite stiffener sections. College of Engineering, Virginia Polytechnic Institute and State University, 1988.

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3

Sloss, Pat. Buckland Hospital survey: Main findings from survey investigating public reaction to proposed changes to local hospital hospital services : final report to the local authority. South East Kent Community Health Council, 1994.

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4

Steigmann, David J. Linearized theory, the second variation and bifurcation of equilibria. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198567783.003.0012.

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Effect of Variation in Diameter and Pitch of Rivets on Compressive Strength of Panels with Z-Section Stiffeners: I, Panels with Close Stiffener Spacing That Fail by Local Buckling. Creative Media Partners, LLC, 2021.

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Book chapters on the topic "Local buckling"

1

Zhang, Xinhu. "Local/Global Buckling and Propagation." In Encyclopedia of Ocean Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-10-6963-5_278-1.

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Zhang, Xinhu. "Local/Global Buckling and Propagation." In Encyclopedia of Ocean Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-10-6946-8_278.

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Schapery, R. A. "Analysis of Local Buckling in Viscoelastic Composites." In Local Mechanics Concepts for Composite Material Systems. Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-642-84792-9_13.

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Fazlalipour, Neda, Robab Naseri Ghalghachi, and Saeed Eyvazinejad Firouzsalari. "Buckling Behaviour of Locally Dented GFRP Cylindrical Shells Under External Pressure—A Numerical Study." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_22.

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AbstractStructural applications of composite materials are used in various structures of the oil and gas industry, water supply and sewage systems and a wide range of industries, such as marine, aerospace, and military industries. This paper aims to numerically investigate the influence of local dent caused by an indenter on the buckling behaviour of glass fabric-reinforced polymer cylindrical shells when subjected to external pressure. For this purpose, 24 finite element numerical models with five layers and a stacking sequence [30/-30/30/-30/30] were simulated in ABAQUS. The effect of dent d

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El Naschie, M. S. "Chaos and Local Buckling of Elastic Structures." In Integration of Theory and Applications in Applied Mechanics. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-2125-2_10.

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Caridis, Piero. "Buckling Strength of Ship Plating Subjected to Combined Loads." In Local Strength of Ship Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003442431-10.

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Caridis, Piero. "Buckling Strength of Plating in Compression and in Shear." In Local Strength of Ship Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003442431-9.

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Evkin, A. Yu. "Local Buckling of Cylindrical Shells. Pogorelov’s Geometrical Method." In Advanced Structured Materials. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-92234-8_20.

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Manzhula, Konstantin P., and Anastasia A. Valiulina. "Local Buckling of Curvilinear Plates in Axial Compression." In Advances in Mechanical Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-62062-2_12.

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Huang, Yongxiang, Shun Liu, Ao Zhao, et al. "Numerical analysis of global-local buckling of sandwich structures." In Civil Engineering and Urban Research, Volume 2. CRC Press, 2023. http://dx.doi.org/10.1201/9781003372417-110.

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Conference papers on the topic "Local buckling"

1

Lin, Pao-Chun, Chih-Wei Chang, and Ping-Jung Yang. "Experimental Study of High-Mode Buckling of Flat Steel Core in Buckling-Restrained Braces." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3311.

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<p>Buckling-restrained braces (BRBs) featuring flat steel core plates can be susceptible to local bulging failures when the restrainer lacks the necessary stiffness and strength. These failures arise from outward forces generated by high-mode buckling waves within the steel core. This study conducted cyclic loading tests on five BRB specimens with all-steel restrainers. Among the specimens, three have core segment lengths of 300 mm, each with varying debonding layer thicknesses (0.6 mm, 2 mm, and 4 mm). The remaining two specimens have approximately 900 mm core segments with a 2 mm thick

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Lin, Pao-Chun, and Chun-Lin Liu. "Experimental Study of Local Bulging Failure of Buckling-Restrained Braces with Timber Restraints." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2808.

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<p>This study investigated local bulging failure in buckling-restrained braces (BRBs) using timber restrainers (timber buckling-restrained brace, TBRB). The timber restrainers were made of glued- laminated timber and were integrated using steel hoops to ensure the integrity of the timber restrainer. The specimens were tested by applying cyclic loadings, and the test results showed stable responses up to 2% to 3% core strain before the timber restrainer failed due to insufficient resistance to steel core high-mode buckling. The relationships between the specimen configuration and the loca

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Kuwada, Ryohei, and Kazuya Mitsui. "Theoretical derivation of elastic local buckling load formulae of I-shaped steel girders considering web-flange interaction." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1760.

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<p>This study aimed to develop formulae for the elastic critical buckling loads of I-shaped steel girders subjected to uniform bending and pure shear stress by considering the interaction between the web and flange plate elements. The methodology proposed in this study introduces displacement functions that accurately approximate the local buckling deformations of the web and flange in the cross-sections, explicitly formulating the plate–element interaction. Buckling eigenvalue analyses were performed using the finite element method on I-shaped steel girders with various cross- sectional

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SRIDHARAN, S., and M. ZEGGANE. "CAPTURING LOCALIZATION OF LOCAL BUCKLING IN INTERACTIVE BUCKLING SCENARIOS." 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_0011.

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Suzuki, Nobuhisa, Ryuji Muraoka, Alan Glover, Joe Zhou, and Masao Toyoda. "Local Buckling Behavior of X100 Linepipes." In ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37145.

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Local buckling behavior of API 5L X100 grade linepipes subjected to axial compression and/or bending moment is discussed in this paper based on results obtained by finite element analyses. Yield-to-tensile strength (Y/T) ratio and design factor were taken into account in the finite element analyses in order to discuss their effects on the local buckling behavior. The local bucking behavior of such lower strength linepipes as X60 and X80 grade linepipes is also discussed for comparison. Two-dimensional solid elements and four-node shell elements were used for the finite element modeling of the

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Monteiro, F. A. C., E. Lucena Neto, and J. A. Hernandes. "LOCAL SKIN BUCKLING OF CYLINDRICAL SHELLS." In 10th World Congress on Computational Mechanics. Editora Edgard Blücher, 2014. http://dx.doi.org/10.5151/meceng-wccm2012-19895.

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Riddick, Jarett, and Kunigal Shivakumar. "Global-local buckling of space truss structures." In 35th Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-1583.

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Wu, Tung-Yu, Sherif El-Tawil, and Jason P. McCormick. "Experimental Study of Cyclic Flange Local Buckling." In Structures Congress 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481325.006.

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Chen, Qishi, Heng Aik Khoo, Roger Cheng, and Joe Zhou. "Remaining Local Buckling Resistance of Corroded Pipelines." In 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31512.

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This paper describes a multi-year PRCI research program that investigated the local buckling (or wrinkling) of onshore pipelines with metal-loss corrosion. The dependence of local buckling resistance on wall thickness suggests that metal-loss defects will considerably reduce such resistance. Due to the lack of experimental data, overly conservative assumptions such as a uniform wall thickness reduction over the entire pipe circumference based on the defect depth have been used in practice. The objective of this research work was to develop local buckling criteria for pipelines with corrosion d

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DeGeer, D., C. Timms, J. Wolodko, M. Yarmuch, R. Preston, and D. MacKinnon. "Local Buckling Assessments for the Medgaz Pipeline." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29493.

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Medgaz is a consortium of leading international energy companies, with the aim of designing, building and operating an Algerian-European gas pipeline via Spain. The offshore section of this pipeline will be 210 km long, traversing the Mediterranean Sea floor at a maximum depth of 2160 metres. The 24-inch diameter, grade X70 line will provide up to 8 billion cubic metres of natural gas per year, with first gas flow expected in 2009. To support the technical issues surrounding such an ultra-deepwater pipelay, a number of full scale local buckling tests and detailed finite element analyses were u

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Reports on the topic "Local buckling"

1

Chen. PR-244-9827-R01 Local Buckling and Collapse of Corroded Pipes. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0011076.

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This project address local buckling (or wrinkling) associated with pipe wall instability in the axial direction when subjected to bending or axial compression. It considered the collapse of the cross-section under circumferential compression due to external pressure.

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Chen. PR-244-9827-R03 Preliminary Finite Element Analysis of Local Buckling. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0011037.

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Numerical studies were carried out for NPS 20 and NPS 30 pipes with three corrosion configuration and varying internal pressures. The pipes under consideration has a yield strength range from 56 to 70 ksi and D/t ratio range from 64 to 91.

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Khoo and Cheng. PR-244-9827-R06 Finite Element Parametric Analysis of Local Buckling. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0011032.

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Chen, Qishi. PR-244-9827-R05 Full-scale Local Buckling Tests of Corroded Pipes. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0011048.

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This work focused on the effect of corrosion defects on compressive strain limit state at the incipient of buckling. A total of 10 tests in three series have been carried out on NPS24 grade X70 line pipe.

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Chen, Fuglem, and Kariyawasam. PR-244-9827-R07 Development of Local Buckling Criteria for Corroded Pipelines. Pipeline Research Council International, Inc. (PRCI), 2008. http://dx.doi.org/10.55274/r0011047.

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This report presents the layout of limit state functions, development of regression equations that define the reduced resistance to local buckling due to corrosion defects, and the calibration of partial safety factors. Examples were included to demonstrate the application of proposed criteria to the assessment of in-service pipelines with corrosion defects.

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HUYNH, Le Anh Thi, Cao Hung PHAM, and Kim J. R. RASMUSSEN. EXPERIMENTAL INVESTIGATION OF COLD-ROLLED ALUMINIUM ALLOY 5052-H36 BEAMS UNDERGOING LOCAL BUCKLING. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.118.

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Yoosef-Ghodsi, Ozkan, and Bandstra. PR-244-114501-R01 Review of Compressive Strain Capacity Assessment Methods Final Report. Pipeline Research Council International, Inc. (PRCI), 2013. http://dx.doi.org/10.55274/r0010402.

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Buried pipelines subjected to non-continuous ground movement such as frost heave, thaw settlement, slope instability and seismic movement experience high compressive strains that can cause local buckling (or wrinkling), in which the pipe wall buckles like a thin cylindrical shell in axial compression. In a strain-based design and assessment framework, excessive local buckling deformation that may cause loss of serviceability, or even pressure containment in some cases, is managed by limiting the strain demand below the strain limit. The determination of compressive strain limit is typically pe

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Foeken, van, and Gresnigt. L51809 Buckling and Collapse of UOE Manufactured Steel Pipes. Pipeline Research Council International, Inc. (PRCI), 1998. http://dx.doi.org/10.55274/r0010236.

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Abstract:

In the past 20 years, much research has been conducted into buckling and collapse of pipelines under external pressure, bending or tension and combinations. Also many finite element analyses have been performed into the behavior of pipelines under these loads. The available test results show considerable scatter, which is considered to be caused by variations in the stress-strain relationship, the anisotropy of the steel, the Bauschinger effect, the geometrical deviations, the residual stresses, the test conditions, etc. The manufacturing method (seamless, UO, UOE) has a considerable influence

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Fowler. L51644 Effect of Buckle Arrestors on Pipeline Failure During Pipelaying Operation. Pipeline Research Council International, Inc. (PRCI), 1991. http://dx.doi.org/10.55274/r0010098.

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Submarine pipelines are usually laid from the ocean surface onto the ocean floor using specially designed ships and barges. Lengths of pipes are welded together on board the barge to form the pipeline and then the pipeline is passed over a ramp called a stinger on its way to the ocean floor. A constant tension force is applied to the pipeline on the barge to prevent it from buckling as it approaches the ocean floor. For thin wall pipes, the high stresses could result in local buckling of the pipeline. This report describes ananalytical and experimental research study to determine the effect of

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Chen, Qishi, Joe Zhou, Duane DeGeer, Ola Bjornoy, and Richard Verley. JTM13-CCP Collapse of Corroded Pipelines. Pipeline Research Council International, Inc. (PRCI), 2001. http://dx.doi.org/10.55274/r0011820.

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This paper presents preliminary numerical and experimental results obtained in an attempt to develop practical, reliability-based local buckling and collapse criteria for onshore and offshore pipelines that have experienced some form of metal-loss corrosion. The project was carried out in three phases involving finite element analysis, large-scale testing, and development of design criteria using reliability methodology. This paper summarizes the first two phases of this project including a characterization of corrosion defects, an assessment of the sensitivity of corrosion features based on f

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