Relevant bibliographies by topics / Buckling capacity

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Buckling capacity'

Author: Grafiati
Published: 4 June 2021
Last updated: 20 February 2023

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Buckling capacity.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Buckling capacity"

1

Wang, Ting Ting, and Lian Chun Long. "The Effect of Opening on Elastic Buckling of Plates Subjected to Unidirectional Compression Load." Applied Mechanics and Materials 574 (July 2014): 127–32. http://dx.doi.org/10.4028/www.scientific.net/amm.574.127.

Full text
Abstract:
This paper has investigated the effect of hole shape, hole size and hole position on elastic buckling of square perforated plates by using the finite element method. According to the effect law of these three geometric factors on buckling bearing capacity, buckling coefficient was obtained by data fitting. The results show that: The plate with circular perforation has the greatest buckling bearing capacity of the three perforation shape plate; When the center perforations have the same area, the relationship between buckling coefficient and perforation size is exponential for the plate with ci
APA, Harvard, Vancouver, ISO, and other styles
2

Ying, Wudang, Changgen Deng, and Chenhui Zhang. "Static Behaviors and Applications of Buckling Monitoring Members with Rigid Ends." Processes 9, no. 5 (May 10, 2021): 836. http://dx.doi.org/10.3390/pr9050836.

Full text
Abstract:
The buckling of compression members may lead to the progressive collapse of spatial structures. Based on the sleeved compression member, the buckling monitoring member is introduced to control the buckling of compression member and raise buckling alert by sensing contact between the core tube and the restraining tube. Considering the rigid connection among the members in spatial structures, the buckling monitoring member with rigid ends needs to be further analyzed. An experimental test was conducted and finite element analyses were performed with calibrated finite element models. The results
APA, Harvard, Vancouver, ISO, and other styles
3

Wong, Sui Kieng, Nabilah Abu Bakar, Nor Azizi Safiee, and Noor Azline Mohd. Nasir. "PARAMETRIC STUDY IN SHEAR BUCKLING CAPACITY OF SINUSOIDAL CORRUGATED STEEL WEB." ASEAN Engineering Journal 12, no. 3 (August 31, 2022): 89–93. http://dx.doi.org/10.11113/aej.v12.17181.

Full text
Abstract:
Sinusoidal corrugated steel web has gradually gained attention over trapezoidal corrugated steel web. The design of shear buckling capacity for the trapezoidal corrugated web is governed by interactive buckling which normally has the lowest value among global, local and interactive failures. It was discovered in some studies that the shear buckling in a sinusoidal section is found to be governed by either local or global failures, where there is a lack of study in this area. The purpose of this study is to determine the effect of web thickness, web height, and sinusoidal radius on the shear bu
APA, Harvard, Vancouver, ISO, and other styles
4

Vecchi, Francesca, and Beatrice Belletti. "Capacity Assessment of Existing RC Columns." Buildings 11, no. 4 (April 14, 2021): 161. http://dx.doi.org/10.3390/buildings11040161.

Full text
Abstract:
Existing reinforced concrete (RC) members, designed in accordance with obsolete codes, are often characterized by high stirrup spacing. The collapse mechanisms generated by high stirrup spacing are typically related to the buckling of longitudinal reinforcement and can be accentuated when corrosion takes place. In this paper, new refined material constitutive laws for steel, including inelastic buckling and corrosion of reinforcement, are implemented in a fixed crack model suitable for RC elements subjected to cyclic loadings called the PARC_CL 2.1 crack model. The effectiveness of the propose
APA, Harvard, Vancouver, ISO, and other styles
5

Ma, Qing, Jin Song Lei, and Wen Zhi Yin. "Buckling Analysis of Double-Limb Lipped Channel Section Member under Axial Load." Advanced Materials Research 243-249 (May 2011): 268–73. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.268.

Full text
Abstract:
Double-limb lipped channel section steel member is formed by connecting two single limb members with bolts in order to improve the buckling performance. In order to research the buckling form and ultimate bearing capacity of members with different slenderness ratios under axial load, nonlinear analysis of buckling performance is done to this kind of section using the finite element analysis software ANSYS. The influence on bearing capacity caused by height-breadth ratio of section, height-thickness ratio of web and breadth-thickness ratio of flange is analyzed. The results show that: (1) for l
APA, Harvard, Vancouver, ISO, and other styles
6

WANG, Q., and J. G. CHASE. "BUCKLING ANALYSIS OF CRACKED COLUMN STRUCTURES AND PIEZOELECTRIC-BASED REPAIR AND ENHANCEMENT OF AXIAL LOAD CAPACITY." International Journal of Structural Stability and Dynamics 03, no. 01 (March 2003): 17–33. http://dx.doi.org/10.1142/s0219455403000793.

Full text
Abstract:
Decreased flexural and buckling capacity of composite structures due to the development of fatigue cracks is a serious issue in a variety of fields. This paper discusses the buckling capacity and piezoelectric material enhancement of cracked column structures. A model of the rotational discontinuity at the crack location is used to develop analytical buckling solutions and the effect of crack location and intensity on the buckling capacity of the damaged columns is investigated. Small piezoelectric patches are employed to induce local moments to compensate for the decreased buckling capacity o
APA, Harvard, Vancouver, ISO, and other styles
7

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.

Full text
Abstract:
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
APA, Harvard, Vancouver, ISO, and other styles
8

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.

Full text
Abstract:
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
APA, Harvard, Vancouver, ISO, and other styles
9

Manuylov, Gaik, Sergey Kosytsyn, and Irina Grudtsyna. "INFLUENCE OF BUCKLING FORMS INTERACTION ON STIFFENED PLATE BEARING CAPACITY." International Journal for Computational Civil and Structural Engineering 16, no. 2 (June 26, 2020): 83–93. http://dx.doi.org/10.22337/2587-9618-2020-16-2-83-93.

Full text
Abstract:
The work is devoted to studying the influence of initial geometric imperfections on a value of the peak load for the compressed stiffened plate with the two-fold buckling load. The finite-element set MSC PATRAN – NASTRAN was used for solving the set tasks. When modelling the stiffened plate, flat four-unit elements were used. Geometric non-linearity was assumed for calculations. The plate material was regarded as perfectly elastic. Buckling forces of stiffened plate at the two-fold buckling load were calculated (simultaneous buckling failure on the form of the plate total bending and on the lo
APA, Harvard, Vancouver, ISO, and other styles
10

Rameshbabu, C., and S. Prabavathy. "Simplified Design Equation for Web Tapered - I Sections Using Finite Element Modeling." Archives of Civil Engineering 64, no. 3 (September 1, 2018): 57–66. http://dx.doi.org/10.2478/ace-2018-0029.

Full text
Abstract:
AbstractThe web - tapered I-columns have the capacity to resist the flexural buckling and lateral torsional buckling at a particular location where as in the rest of the member the capacity is lower. There needs a focusing on the nonprismatic members, to find the buckling capacity and standard procedures are to be framed in Indian Code IS 800:2007. This exploratory research explores simulated finite element models covering a total of 60 web tapered column sections having taper ratios (h2/h1) from 1.0 to 3.0 using FEA software ANSYS17.2. With an elaborate Eigenvalue buckling analysis, this rese
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Buckling capacity"

1

O'Neill, Leah. "Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes." BYU ScholarsArchive, 2014. https://scholarsarchive.byu.edu/etd/5759.

Full text
Abstract:
While moment frames are a popular lateral-force resisting system, their constant cross-section can lead to inefficiencies in energy absorption and stiffness. By tapering the flange width linearly toward the center of the beam length, the energy absorption efficiency can be increased, leading to a better elastic response from the beam and more elastic stiffness per pound of steel used. Lateral-torsional buckling is an important failure mode to be considered for tapered-flange moment frame shapes. No closed-form or finite element solutions have yet been developed for tapered-flange I-beams with
APA, Harvard, Vancouver, ISO, and other styles
2

Sun, Miao. "Use of Material Tailoring to Improve Axial Load Capacity of Elliptical Composite Cylinders." Diss., Virginia Tech, 2006. http://hdl.handle.net/10919/29693.

Full text
Abstract:
This study focuses on the improvement of the axial buckling capacity of elliptical composite cylinders through the use of a circumferentially-varying lamination sequence. The concept of varying the lamination sequence around the circumference is considered as a viable approach for off-setting the disadvantages of having the cylinder radius of curvature vary with circumferential position, the source of the reduced buckling capacity when compared to a circular cylinder with the same circumference. Post-buckling collapse behavior and material failure characteristics are also of interest. Two appr
APA, Harvard, Vancouver, ISO, and other styles
3

Qin, Yi. "Numerical analysis of inelastic local web buckling capacity of coped steel I-beam." Thesis, University of Macau, 2012. http://umaclib3.umac.mo/record=b2586272.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Islam, Amjad, Stephen U. Nwokoli, and Tatek Debebe. "Bearing Capacity of I-Joists." Thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-12703.

Full text
Abstract:
This work deals with the bearing capacity of wood based I-joists Finite element models were analyzed to determine the bearing capacity of I-joists, using the finite element software Abaqus CAE. The purpose of this study is to compare the results from the developed FE-models with experimental results, and with a previously proposed design formula. To perform the analyses finite element models were created. The model consists of three parts:, the web (made of shell element), the flanges and steel plates used at the supports and loading points (made of solid elements) To determine the bearing cap
APA, Harvard, Vancouver, ISO, and other styles
5

Al-Azzawi, Zaid Mohammed Kani. "Capacity of FRP strengthened steel plate girders against shear buckling under static and cyclic loading." Thesis, University of Edinburgh, 2016. http://hdl.handle.net/1842/25453.

Full text
Abstract:
Civil engineers are presently faced with the challenge of strengthening and repairing many existing structures to assure or increase their structural safety. The reasons for this include changes in the use of structures, and increased traffic loads on bridges. In Iraq, for example, several highway bridges needed to accommodate increased axle load during the transportation of huge turbines for electricity generating stations. The requirement for structural strengthening and repair methods is, however, driven by the worldwide need to ensure the safety and sustainability of our aging infrastructu
APA, Harvard, Vancouver, ISO, and other styles
6

Takeda, Hachirho. "A fundamental study on simplified analysis of buckling, load-carrying capacity and deformability of girders." 京都大学 (Kyoto University), 2004. http://hdl.handle.net/2433/131965.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Venter, Simon Herman. "The effect of the adjacent span on the lateral-torsional buckling capacity of overhang beams." Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/62800.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Koen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights." Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3880.

Full text
Abstract:
This report investigates the down-aisle buckling load capacity of steel storage rack uprights. The effects of discrete torsional restraints provided by the frame bracing in the cross-aisle direction is considered in this report. Since current theoretical methods used to predict the buckling capacity of rack uprights appear to be over-conservative and complex, this research may provide engineers an alternative method of design using detailed finite element analysis. In this study, the results from experimental testing of upright frames with K-bracing are compared to finite element predictions
APA, Harvard, Vancouver, ISO, and other styles
9

Koen, Damien Joseph. "Structural Capacity of Light Gauge Steel Storage Rack Uprights." University of Sydney, 2008. http://hdl.handle.net/2123/3880.

Full text
Abstract:
Master of Engineering (Research)<br>This report investigates the down-aisle buckling load capacity of steel storage rack uprights. The effects of discrete torsional restraints provided by the frame bracing in the cross-aisle direction is considered in this report. Since current theoretical methods used to predict the buckling capacity of rack uprights appear to be over-conservative and complex, this research may provide engineers an alternative method of design using detailed finite element analysis. In this study, the results from experimental testing of upright frames with K-bracing are com
APA, Harvard, Vancouver, ISO, and other styles
10

Yuan, Zeng. "Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects." Thesis, Queensland University of Technology, 2004. https://eprints.qut.edu.au/15980/1/Zeng_Yuan_Thesis.pdf.

Full text
Abstract:
The current design procedure for steel frame structures is a two-step process including an elastic analysis to determine design actions and a separate member capacity check. This design procedure is unable to trace the full range of load-deflection response and hence the failure modes of the frame structures can not be accurately predicted. In recent years, the development of advanced analysis methods has aimed at solving this problem by combining the analysis and design tasks into one step. Application of the new advanced analysis methods permits a comprehensive assessment of the actual fai
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Buckling capacity"

1

Larry, Sobel, and Langley Research Center, eds. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Larry, Sobel, and Langley Research Center, eds. Novel composites for wing and fuselage applications: Speedy Nonlinear Analysis of Postbuckled Panels in Shear (SNAPPS) : under contract NAS1-18784. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

Find full text
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Buckling capacity"

1

Pham, Ngoc Hieu. "Investigation of Sectional Capacities of Cold-Formed Steel SupaCee Sections." In Lecture Notes in Civil Engineering, 82–94. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_8.

Full text
Abstract:
AbstractSupaCee section is formed by adding stiffeners in the web of the channel section, and it has been illustrated to be more stable and innovative than the traditional channel section. The member capacity comparisons between such two section members investigated in a companion paper showed that SupaCee was significantly beneficial for small and thin section members, but the reductions of global buckling strengths of SupaCee section members led to the lower capacities for long members compared to those of channel section members. These reductions can be prevented by using full bracing systems to avoid global buckling; this allows member capacities to reach sectional capacities. This paper, therefore, presents a study on sectional capacities of cold-formed steel SupaCee sections under compression or bending in comparison with those of channel sections.
APA, Harvard, Vancouver, ISO, and other styles
2

Kaveh, Ali, and Armin Dadras Eslamlou. "Optimum Stacking Sequence Design of Composite Laminates for Maximum Buckling Load Capacity." In Metaheuristic Optimization Algorithms in Civil Engineering: New Applications, 9–50. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-45473-9_2.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Rodriguez, Mario E., and Marcelo Iñiguez. "Drift Capacity at Onset of Bar Buckling in RC Members Subjected to Earthquakes." In Concrete Structures in Earthquake, 185–200. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3278-4_12.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Shukur, Samer, and Magdi Mohareb. "Elastic Lateral-Torsional Buckling Capacity of Wide Flange Beams with End Warping Restraints." In Lecture Notes in Civil Engineering, 557–68. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0511-7_47.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Soykasap, Ömer, and Şükrü Karakaya. "Structural Optimization of Laminated Composite Plates for Maximum Buckling Load Capacity Using Genetic Algorithm." In Advances in Fracture and Damage Mechanics VI, 725–28. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.725.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Li, Z., H. Pasternak, J. Wang, B. Launert, and T. Krausche. "Bending capacity of single and double-sided welded I-section girders: Part 2: Simplified welding simulation and buckling analysis." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 981–87. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-160.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Li, Z., H. Pasternak, J. Wang, B. Launert, and T. Krausche. "Bending capacity of single and double-sided welded I-section girders: Part 2: Simplified welding simulation and buckling analysis." In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 341–42. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-160.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Błażejewski, P., and J. Marcinowski. "Buckling capacity curves for pressurized spherical shells." In Metal Structures 2016, 401–6. CRC Press, 2016. http://dx.doi.org/10.1201/b21417-55.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

"Effect of local buckling of core plates on cumulative deformation capacity in buckling restrained braces." In Behaviour of Steel Structures in Seismic Areas, 627–34. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-94.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

"Elastic shear buckling capacity of the longitudinally stiffened flat panels." In Analysis and Design of Marine Structures V, 477–86. CRC Press, 2015. http://dx.doi.org/10.1201/b18179-62.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Buckling capacity"

1

Abed, Farid, and Fadia Ajjan. "Buckling capacity of pretwisted universal beam sections." In 2018 Advances in Science and Engineering Technology International Conferences (ASET). IEEE, 2018. http://dx.doi.org/10.1109/icaset.2018.8376767.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

ORTLEPP, O., F. WERNER, and P. OSTERRIEDER. "PRACTICAL BUCKLING CAPACITY CURVE FOR COUPLED INSTABILITIES OF PLATES." 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_0014.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Paschero, Maurizio, and Michael Hyer. "Improvement of Axial Buckling Capacity of Elliptical Lattice Cylinders." In 51st AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
18th AIAA/ASME/AHS Adaptive Structures Conference
12th. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2010. http://dx.doi.org/10.2514/6.2010-2703.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Andrews, Blake M., Larry A. Fahnestock, and Junho Song. "Ductility Capacity Models for Buckling-Restrained Braces Using a Bayesian Methodology." In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)201.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Igi, Satoshi, Mitsuru Ohata, Takahiro Sakimoto, Junji Shimamura, and Kenji Oi. "Buckling and Tensile Strain Capacity of Girth Welded 48″ X80 Pipeline." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10994.

Full text
Abstract:
This paper presents the experimental and analytical results focused on the compressive and tensile strain capacity of X80 linepipe. A full-scale bending test of girth welded 48″ OD X80 linepipes was conducted to investigate the compressive strain limit regarding to the local buckling and tensile strain limit regarding to the girth weld fracture. As for the compressive buckling behavior, one large developing wrinkle and some small wrinkles on the pipe surface were captured relatively well from observation and strain distribution measurement after pipe reaches its endurable maximum bending momen
APA, Harvard, Vancouver, ISO, and other styles
6

Fatemi, Ali, Shawn Kenny, Millan Sen, Joe Zhou, Farid Taheri, and Mike Paulin. "Parameters Affecting the Buckling and Post-Buckling Behaviour of High Strength Pipelines." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79578.

Full text
Abstract:
Using the finite element methods, a parametric study was conducted to examine the influence of pipeline diameter, internal pressure, girth weld offset misalignment amplitude and modeled length on the local buckling of high strength pipelines. The numerical procedures were calibrated from full-scale tests on high strength pipelines subject to internal pressure and end rotation. The peak moment decreased with increasing pressure and girth weld offset misalignment amplitude. The limit curvature increased with increasing pressure and decreased with increasing girth weld offset misalignment amplitu
APA, Harvard, Vancouver, ISO, and other styles
7

Mashayekh, Adel, Lachezar Handzhiyski, and Stephen K. Harris. "Finite element analyses of a buckling-restrained pile." In 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.2021.1462.

Full text
Abstract:
&lt;p&gt;In existing building renovation projects, the strength of the structure is often limited by the capacity of existing foundations. Foundation strengthening typically consists of expanding existing footings and/or adding piles to supplement load-carrying capacity. These traditional methods are generally not feasible for the retrofit of mat foundations where increasing the mat footprint is unlikely to reduce bearing pressure considerably and adding piles outside the mat will change the distribution of internal stresses and may affect the long-term differential settlement behaviour of the
APA, Harvard, Vancouver, ISO, and other styles
8

Mashayekh, Adel, Lachezar Handzhiyski, and Stephen K. Harris. "Finite element analyses of a buckling-restrained pile." In 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.2021.1462.

Full text
Abstract:
&lt;p&gt;In existing building renovation projects, the strength of the structure is often limited by the capacity of existing foundations. Foundation strengthening typically consists of expanding existing footings and/or adding piles to supplement load-carrying capacity. These traditional methods are generally not feasible for the retrofit of mat foundations where increasing the mat footprint is unlikely to reduce bearing pressure considerably and adding piles outside the mat will change the distribution of internal stresses and may affect the long-term differential settlement behaviour of the
APA, Harvard, Vancouver, ISO, and other styles
9

Iijima, Toru, Kenichi Suzuki, Takashi Okafuji, Hideyuki Morita, and Ryo Fujimoto. "The Ultimate Strength of Cylindrical Liquid Storage Tanks Under Earthquakes: Seismic Capacity Test of Tanks Used in PWR Plants — Part 2, Static Post-Buckling Strength Tests." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61953.

Full text
Abstract:
Since 2002, Japan Nuclear Energy Safety Organization (JNES) has been carrying out seismic capacity tests for several types of equipment which significantly contribute to core damage frequency. The primary purpose of this study is to acquire the seismic capacity data of thin walled cylindrical liquid storage tanks in nuclear power plants and to establish an evaluation procedure of the ultimate strength. As for the refueling water storage tank and the condensate storage tank which are used in PWR plants, elephant-foot bulge (EFB) is the typical buckling behavior of those tanks and the primary fa
APA, Harvard, Vancouver, ISO, and other styles
10

Sun, Miao, and Michael Hyer. "Use of Material Tailoring to Improve Buckling Capacity of Elliptical Composite Cylinders." In 48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2353.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Buckling capacity"

1

Bathon, Leander. Probabilistic Determination of Failure Load Capacity Variations for Lattice Type Structures Based on Yield Strength Variations including Nonlinear Post-Buckling Member Performance. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.1224.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Trim, M., Matthew Murray, and C. Crane. Modernization and structural evaluation of the improved Overhead Cable System. Engineer Research and Development Center (U.S.), March 2021. http://dx.doi.org/10.21079/11681/40025.

Full text
Abstract:
A modernized Overhead Cable System prototype for a 689 ft (210 m) Improved Ribbon Bridge crossing was designed, assembled, and structurally tested. Two independent structural tests were executed, i.e., a component-level compression test of the BSS tower was performed to determine its load capacity and failure mode; and a system-level ‘dry’ test of the improved OCS prototype was conducted to determine the limit state and failure mode of the entire OCS. In the component-level compression test of the BSS tower, the compressive capacity was determined to be 102 kips, and the failure mode was local
APA, Harvard, Vancouver, ISO, and other styles
3

TEST ON RESILIENCE CAPACITY OF SELF-CENTERING BUCKLING RESTRAINED BRACE WITH DISC SPRINGS. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.156.

Full text
Abstract:
The properly constructed buckling restrained braces (BRBs) usually have good ductility and energy dissipation capacity and therefore can be used in braced steel frames. However, large residual plastic deformation of the BRBs deteriorates their resilience capacity and hence results in large residual deformation of the buckling restrained braced steel frames (BRBFs) under large drifts. To reduce the residual deformation of BRB while keeping good ductility and energy dissipation capacity, a new self-centering buckling restrained brace (SCBRB), letting both BRB part and self-centering part work in
APA, Harvard, Vancouver, ISO, and other styles
4

AXIAL RESIDUAL CAPACITY OF CIRCULAR CONCRETE-FILLED STEEL TUBE STUB COLUMNS CONSIDERING LOCAL BUCKLING. The Hong Kong Institute of Steel Construction, September 2018. http://dx.doi.org/10.18057/ijasc.2018.14.3.11.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

STUDY ON LOCAL BEARING CAPACITY OF COMPOSITE I-GIRDER WITH CONCRETE -FILLED TUBULAR FLANGE AND CORRUGATED WEB. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.331.

Full text
Abstract:
Experimental tests on three composite straight girders and three composite curved girders are carried out to study the local bearing capacity of new composite I-girders with concrete -filled tubular flange and corrugated web (IG-CFTF-CW). The failure modes and the load carrying capacity of the new composite girders under local compressive load are studied. Experimental results show that one of the new composite straight girders failed in web buckling and the other two failed in web yielding. All the three new composite curved girders failed in elastic buckling in the web. The concrete-filled t
APA, Harvard, Vancouver, ISO, and other styles
6

LOAD-CARRYING CAPACITY OF DAMAGED STEEL GIRDER. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.227.

Full text
Abstract:
A steel girder bridge over a highway was found damaged by a truck running underneath. The collision damage in the girder was mainly the deformation of the lower flange and the bent of the web plate, but the buckling of the transverse stiffener and the separation of the transverse stiffener from the web were also noted. The influence of the damage on the safety of the bridge had to be evaluated, and yet the load-carrying capacity of a girder damaged by collision has not been investigated very much. In the present study, based on the data obtained from this bridge, the load-carrying capacity of
APA, Harvard, Vancouver, ISO, and other styles
7

LOCAL BUCKLING (WRINKLING) OF PROFILED METAL-FACED INSULATING SANDWICH PANELS – A PARAMETRIC STUDY. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.248.

Full text
Abstract:
This study aims to investigate the effects of various parameters including the height of the profiling region, spacing of profiling ribs, length of the panel, thickness and modulus of the foam core, and thickness of the profiled face sheet, on the local buckling capacity of profiled metal faced insulating sandwich panels. A simplified finite element (FE) modeling approach that models the profiled face sheet as a folded plate structure resting on elastic foundation is adopted. This modeling approach was validated through comparison with tests results and 3D FE modeling of the entire sandwich st
APA, Harvard, Vancouver, ISO, and other styles
8

EXPERIMENTAL STUDY ON BEHAVIOR OF THE GUSSET-PLATE JOINT OF ALUMINUM ALLOY PORTAL FRAME. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.257.

Full text
Abstract:
"The aluminum alloy portal frames are increasingly being used for lightweight building construction. This paper investigated the flexural behavior of the bolted gusset-plate joint applied in the beam-beam connection of aluminum alloy portal frames. Bending tests were conducted on 3 aluminum alloy bolted gusset-plate joints. The failure phenomenon indicated that the thin plate joint failed by the buckling of gusset plates, while the thick plate joint failed by the buckling of sleeves. The momentrotation curves showed that thickening the gusset plate can effectively prevent the buckling of gusse
APA, Harvard, Vancouver, ISO, and other styles
9

EXPERIMENTAL BEHAVIOR AND DESIGN OF RECTANGULAR CONCRETE-FILLED TUBULAR BUCKLING-RESTRAINED BRACES. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.5.

Full text
Abstract:
This paper proposes a new design method for concrete-filled tubular buckling-restrained braces (CFT-BRBs) by incorporating the confinement effect on pre-buckling rigidity. A series of experiments are performed to investigate the effects of concrete strength and sectional dimension on the initial stiffness, ultimate strength, and energy dissipation behaviors. Experimental results indicate that the confined concrete plays an important role in the energy dissipating capacity of CFT-BRBs. On the other hand, the sectional dimensions of the steel tube and core are influential factors governing the u
APA, Harvard, Vancouver, ISO, and other styles
10

EFFICIENCY OF DIFFERENT CONNECTIONS ON THE BEHAVIOUR OF COLD-FORMED SINGLE-ANGLE STEEL MEMBERS CONNECTED THROUGH ONE LEGUNDER AXIAL LOADING. The Hong Kong Institute of Steel Construction, September 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.10.

Full text
Abstract:
A detailed experimental program was performed using 36 cold-formed steel (CFS) single-angle column members attached by one leg was investigated subjected to axial compression loads. The key purpose of this research is to investigate the effect of slenderness ratio and different connection types on the load-carrying capacity of CFS angle sections under axial compression. The parameters investigated via the test program includes (a) angle sections with and without lipped profile, (b) sectional thicknesses (2 mm and 3mm), (c) slenderness ratios (λ = 20, 50, 80) from short to slender columns, and
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Buckling capacity' for particular source types:
Journal articles Dissertations / Theses
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography