Log in

Relevant bibliographies by topics / Steel section

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers
Reports

Academic literature on the topic 'Steel section'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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 'Steel section.'

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 "Steel section"

1

R. Nora, Rakesh, Umarfarukh D. Masud, and Maske Ravi G. "Comparison between Conventional (Angular) Steel Section and Tubular Steel Section." International Journal of Engineering Research 4, no. 10 (2015): 539–41. http://dx.doi.org/10.17950/ijer/v4s10/1005.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Vipin, V. P., and P. A. Krishnan Dr. "A FINITE ELEMENT STUDY ON THE PERFORMANCE OF CORRUGATED STEEL SECTIONS UNDER COMPRESSION." International Journal of Emerging Technologies and Innovative Research Volume 4, Issue 5 May-2017 eISSN: 2349-5162 (2017): 249–51. https://doi.org/10.5281/zenodo.583727.

Full text

Abstract:

Corrugated steel sections are having a wide variety of applications in engineering fields like civil, mechanical, aviation, etc. The unique properties of corrugated steel sections make them a better option compared to the conventional thin steel sections. In the current study behaviour of thin steel shells with corrugations made of mild steel plates under compression is investigated using finite element software ABAQUS. The corrugated sections and the conventional sections under study are having the same area of cross section. For the corrugated sections, trapezoidal profile was used with corr

APA, Harvard, Vancouver, ISO, and other styles

3

Kocur, Robert, and Tomasz Krykowski. "New design for steel crane suspension beams in steel halls." Inżynieria i Budownictwo LXXXI, no. 1 (2025): 15–21. https://doi.org/10.5604/01.3001.0055.0137.

Full text

Abstract:

This paper presents a new type of cross-section for overhead crane beams. A comparative analysis of the new cross-section was carried out with the classical cross-sections used to date. Beams whose cross-sectional areas and consequently weights were very similar were tested. Maximum deformations and critical moments of lateral torsional buckling were used as the main criteria for evaluating the effectiveness of the cross-sections. The new cross-section, which is characterised by having 2 boxes separated by a web at the compression flange, proved to be the most resistant to global loss of stabi

APA, Harvard, Vancouver, ISO, and other styles

4

Lee, Yeong Huei, Shahrin Mohammad, and Yee Ling Lee. "Comparison on Section Properties and Flexural Behaviour for Cold-Formed Steel Built-Up Section." Applied Mechanics and Materials 735 (February 2015): 80–84. http://dx.doi.org/10.4028/www.scientific.net/amm.735.80.

Full text

Abstract:

This paper performs analytical and experimental investigation on the section properties of locally produced cold-formed steel sections. Effective width method given by BS EN1993-1-3 is used to calculate the section properties for two slender cold-formed steel channel sections, namely KS200C20 and KS250C20. Local buckling and distortional buckling are taken into account in the calculation. Effective width method has significantly reduced the full sectional area and thus gives a relative lower value for the sectional resistance of cold-formed steel channel sections. The analytical results is com

APA, Harvard, Vancouver, ISO, and other styles

5

Han, Lin-Hai, and You-Fu Yang. "Influence of Concrete Compaction on the Behavior of Concrete Filled Steel Tubes with Rectangular Sections." Advances in Structural Engineering 4, no. 2 (2001): 93–100. http://dx.doi.org/10.1260/1369433011502381.

Full text

Abstract:

Tests on sixteen concrete filled steel tubes to investigate the influence of concrete compaction methods on the section capacities of concrete filled steel tubes with rectangular sections are reported. The main objectives of these tests were twofold: firstly, to report a series of tests on composite stub columns under different concrete compaction methods; and secondly, to investigate the influence of concrete compaction on the section capacities and the modulus of elastic of concrete filled steel tubes with rectangular sections. It was found that better compaction of concrete resulted in high

APA, Harvard, Vancouver, ISO, and other styles

6

Mengane, Ms Supriya P. "Review on Light Gauge Steel I- Section under Compression with Flange Stiffener." International Journal for Research in Applied Science and Engineering Technology 12, no. 6 (2024): 2065–68. http://dx.doi.org/10.22214/ijraset.2024.62981.

Full text

Abstract:

Abstract: Cold-formed steel structures has increased rapidly in recent times due to significant improvements to manufacturing technologies and development of thin, high strength steels. The use of cold-formed thin walled steel structures has greater than before in recent years, and some built-up section members are aggravated and widely used for their excellent structural behaviors. The differences of global, local and distortional buckling behaviors among members with built-up and single sections are investigated. This paper presents a detailed review on cold-formed steel channel sections, wh

APA, Harvard, Vancouver, ISO, and other styles

7

Ahmed, Hiba Shihab, Abbas Allawi, and Riyadh Hindi. "Experimental Investigation of Composite Circular Encased GFRP I-Section Concrete Columns under Different Load Conditions." Engineering, Technology & Applied Science Research 14, no. 5 (2024): 17286–93. http://dx.doi.org/10.48084/etasr.8521.

Full text

Abstract:

Pultruded materials made of Fiber-Reinforced Polymer (FRP) come in a broad range of shapes, such as bars, I-sections, C-sections, etc. FRP materials are starting to compete with steel as structural materials owing to their great resistance, low self-weight, and cheap maintenance costs, especially in corrosive conditions. This study aims to evaluate the effectiveness of a novel concrete Composite Column (CC) using Encased I-Section (EIS) as a reinforcement in contrast to traditional steel bars by using Glass Fiber-Reinforced Polymer (GFRP) as I-section (CC-EIS) to evaluate the effectiveness of

APA, Harvard, Vancouver, ISO, and other styles

8

Handhal, Mohammed M., Ali W. Abdulghani, and Montaqa M. Al-Haydary. "Structural Behavior of Steel Reinforced Concrete Joint Under Flexural Loads." Civil Engineering Journal 9, no. 3 (2023): 714–30. http://dx.doi.org/10.28991/cej-2023-09-03-015.

Full text

Abstract:

This research investigates the behavior of RC beam column joints reinforced with steel sections. The study deals with the strengthening of RC joints by different steel sections. The investigation included a theoretical analysis through a performing of simulation of beam-column joints laced with steel sections by using FEA. Implementation of the parametric study included reinforcing the concrete beam with steel sections in many configurations. Shapes and length were the most variables in this study, and many shapes were used, such as I-section, box section, and plates, beside the concrete compr

APA, Harvard, Vancouver, ISO, and other styles

9

Natsheh, Sufian H., and Craig C. Menzemer. "Built-Up Closed-Rib Steel Orthotropic Bridge Decks." CivilEng 3, no. 4 (2022): 960–78. http://dx.doi.org/10.3390/civileng3040054.

Full text

Abstract:

A new built-up closed-rib section is proposed that may improve the installation, performance, and durability of orthotropic steel bridge decks. The rib is composed of two partial or whole standard hot-rolled steel sections which are connected by a steel plate. The concept is used to design a built-up closed-rib replacement for the Benjamin Franklin Bridge deck. In addition, section performance was compared with the actual bulb section as well as a typical trapezoidal section through finite element simulations. The analyses indicate that the built-up section has smaller stress concentration val

APA, Harvard, Vancouver, ISO, and other styles

10

Kamal, Ahmed Youssef, and Nader Nabih Khalil. "Composite concrete beam with multi-web cold-formed steel section." Challenge Journal of Concrete Research Letters 10, no. 2 (2019): 20. http://dx.doi.org/10.20528/cjcrl.2019.02.001.

Full text

Abstract:

Lately, structural engineers use cold-formed steel sections (CFS) in buildings due to its light-weight and easy shaping. Encasing the cold-formed steel sections by concrete avoiding the structure elements some of its disadvantages especially buckling. This paper reports an experimental test program for beams with a multi-web cold-formed steel section encased by reinforced concrete. Eleven (full-scale) specimens have tested under mid-span concentrated load, the experimental test program designed to cover many cold-formed steel section variables such as (web number, web height, and the steel sec

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Steel section"

1

Gardner, Christopher Andrew. "Ductility capacity of HPS70W net-section tensile members /." Diss., ON-CAMPUS Access For University of Minnesota, Twin Cities Click on "Connect to Digital Dissertations", 2001. http://www.lib.umn.edu/articles/proquest.phtml.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Al-Mashikhi, Said Omar. "Fibre laser cutting of thin section mild steel." Thesis, University of Nottingham, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.523004.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Law, Kwan Ho. "Instabilities in structural steel elliptical hollow section members." Thesis, Imperial College London, 2010. http://hdl.handle.net/10044/1/6205.

Full text

Abstract:

Elliptical hollow sections (EHS) have been recently added to the family of hollow steel sections available to the construction industry. Their merits include different flexural rigidities about the two principal axes offering efficient bending resistance about the major axis and an aesthetically pleasant appearance. A number of recent practical applications have emerged, which are outlined in this thesis. Previous research on elliptical hollow sections has mainly focused on the cross-section level with a set of design rules for cross-section classification and shear resistance being proposed.

APA, Harvard, Vancouver, ISO, and other styles

4

Tsappi, Philip. "Resistance heating of steel conductors of circular cross-section." Thesis, Aston University, 1987. http://publications.aston.ac.uk/8047/.

Full text

Abstract:

The object of this thesis is to develop a method for calculating the losses developed in steel conductors of circular cross-section and at temperatures below 100oC, by the direct passage of a sinusoidally alternating current. Three cases are considered. 1. Isolated solid or tubular conductor. 2. Concentric arrangement of tube and solid return conductor. 3. Concentric arrangement of two tubes. These cases find applications in process temperature maintenance of pipelines, resistance heating of bars and design of bus-bars. The problems associated with the non-linearity of steel are examined. Resi

APA, Harvard, Vancouver, ISO, and other styles

5

Cooke, Gordon Michael Eyre. "The structural response of steel I-section members subjected to elevated temperature gradients across the section." Thesis, City University London, 1987. http://openaccess.city.ac.uk/8337/.

Full text

Abstract:

This work is primarily concerned with the structural response of steel I-section beams and columns heated along one flange to the elevated temperatures likely to be reached in real fires in buildings or ISO 834 fire resistance tests. Experiments have employed nominally full size models, heated using high powered, ceramic insulated, electrical heating elements at temperatures up to 1000°C. The experiments have been conducted on: a non-loaded, simply supported beam; a design-loaded, simply supported beam; a non-loaded 2-span beam on simple supports; and design-loaded, pin-ended columns free to b

APA, Harvard, Vancouver, ISO, and other styles

6

Khador, Majd. "Cyclic behaviour of external diaphragm joint between steel I-section beam and circular hollow section column." Thesis, University of Warwick, 2015. http://wrap.warwick.ac.uk/66903/.

Full text

Abstract:

Tubular columns own many structural and architectural advantages that, in certain cases, make them more favourable than open-section columns in steel moment-resisting frames. These advantages are sometimes underexploited due to the relative lack of design guidance on their moment joints to open-section beams, in particular on semi-rigid joints with special detailing for seismic actions. Different configurations of I-beam to tubular column joints have been investigated in the past, including through, internal and external diaphragm joints. This project investigates experimentally the cyclic beh

APA, Harvard, Vancouver, ISO, and other styles

7

George, Daniel Bernard François. "Determination of residual stresses in large section stainless steel welds." Thesis, University of Bristol, 2000. http://hdl.handle.net/1983/6286d2db-484e-4705-99c6-a291ea6d52f3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Couto, Carlos André Soares. "Fire design of steel members with class 4 cross-section." Doctoral thesis, Universidade de Aveiro, 2015. http://hdl.handle.net/10773/17375.

Full text

Abstract:

Doutoramento em Engenharia Civil<br>A presente tese resulta de um trabalho de investigação com o propósito de aumentar o conhecimento do comportamento ao fogo de elementos metálicos com secção transversal de Classe 4, ou seja, suscetíveis à ocorrência de fenómenos de encurvadura local. Os elementos metálicos com secção transversal de Classe 4 são amplamente utilizados na construção metálica por serem soluções bastante atrativas em termos de eficiência e economia de material. No entanto, a verificação da resistência ao fogo destes elementos carece de fórmulas simplificadas que se adeque

APA, Harvard, Vancouver, ISO, and other styles

9

Rinchen. "Long-span cold-formed steel single C-section portal frames." Thesis, The University of Sydney, 2018. http://hdl.handle.net/2123/18882.

Full text

Abstract:

This thesis presents a comprehensive study of long-span cold-formed steel single C-section portal frames. The study includes the formulation of a nonlinear beam finite element for thin-walled sections, a series of full-scale frame tests and component tests, finite element modelling and advanced analysis followed by the formulation of design guidelines. The study was aimed at exploring the structural behaviour through experiment and numerical analysis towards developing provisions for the design of cold-formed steel portal frames using Advanced Analysis. A nonlinear thin-walled beam element for

APA, Harvard, Vancouver, ISO, and other styles

10

Setiyono, Ir Harkali. "Web crippling of cold-formed plain channel steel section beams." Thesis, University of Strathclyde, 1994. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=27069.

Full text

Abstract:

The web crippling strength of cold-formed plain channel steel section beams was investigated theoretically and experimentally in this research program. The web crippling strength in this thesis is termed the ultimate web crippling load and this was theoretically analysed using two different design specifications and a plastic mechanism approach. The two design specifications used in this research program were BS 5950 Part 5:1987 and European Recommendations For The Design of Light Gauge Steel Members, 1987. In the plastic mechanism approach, a plastic mechanism model of web crippling failure w

APA, Harvard, Vancouver, ISO, and other styles

More sources

Books on the topic "Steel section"

1

Packer, J. A. Design guide for hollow section connections. Canadian Institute of Steel Construction, 1992.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

2

Canadian Institute of Steel Construction., ed. Hollow structural section to ASTM A500 grade C. Canadian Institute of Steel Construction, 2000.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

3

L, Twilt, ed. Design guide for structural hollow section columns exposed to fire. Verlag TÜV Rheinland, 1994.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Godfroy, T. J. Documentation of stainless steel lithium circuit test section design. National Aeronautics and Space Administration, Marshall Space Flight Center, 2010.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

5

Tsappi, Philip. Resistance heating of steel conductors of circular cross-section. Aston University. Department of Electrical and Electronic Engineering, 1987.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

Packer, J. A. Hollow structural section connections and trusses: A design guide. 2nd ed. Canadian Institute of Steel Construction, 1997.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

7

Commission, United States International Trade. Stainless steel and alloy tool steel: Report to the President on investigation no. TA-203-16 under section 203 of the Trade Act of 1974. U.S. International Trade Commission, 1987.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

8

W, Nichols R., Crutzen S, Programme for the Inspection of Steel Components., Commission of the European Communities. Joint Research Centre. Ispra Establishment., OECD Nuclear Energy Agency, and PISC Symposium (1986 : Varese, Italy), eds. Ultrasonic inspection of heavy section steel components: The PISC II final report. Elsevier Applied Science, 1988.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

9

R, Bergmann, and Comité international pour l'étude et le développement de la construction tubulaire, eds. Design guide for concrete filled hollow section columns under static and seismic loading. TÜV Rheinland, 1995.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

10

Björk, Timo. Ductility and ultimate strength of cold-formed rectangular hollow section joints at subzero temperatures. Lappeenranta University of Technology, 2005.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

Book chapters on the topic "Steel section"

1

El-Reedy, Mohamed A. "Composite Section." In Design and Construction of Steel Structures. CRC Press, 2025. https://doi.org/10.1201/9781003307303-7.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Vayas, Ioannis, John Ermopoulos, and George Ioannidis. "Cross-section design." In Design of Steel Structures to Eurocodes. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95474-5_3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Pham, Ngoc Hieu. "Investigation of Sectional Capacities of Cold-Formed Steel SupaCee Sections." In Lecture Notes in Civil Engineering. 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 syste

APA, Harvard, Vancouver, ISO, and other styles

4

Jafarian, Mostafa, and Yong Wang. "Hollow section connections." In Behaviour and Design of Steel and Composite Connections in Fire. CRC Press, 2023. http://dx.doi.org/10.1201/9781003134466-6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Ananthi, G. Beulah Gnana, Pooja A, Elilarasi Kanthasamy, and Keerthan Poologanathan. "Section Moment Capacity of Cold-Formed Steel Sigma Sections." In Sustainable Civil Infrastructures. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72527-2_26.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Pham, Ngoc Hieu. "Effects of Web Stiffeners Locations on Flexural Capacities of SupaCee Sections About the Weak Axis." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1748-8_1.

Full text

Abstract:

AbstractThe paper investigates the influence of variation of web stiffener locations on the sectional capacities of SupaCee sections under bending about the weak axis. The SupaCee is the new section made on the basis of the traditional channel section by adding several stiffeners in the web of the channel section to increase stability. The variation of stiffener locations has specific impacts on the flexural capacities of SupaCee sections about the weak axis. With the asymmetrical character of the SupaCee section about the weak axis, the behaviour of this section is analysed when the moment di

APA, Harvard, Vancouver, ISO, and other styles

7

Fry, G. T., S. L. Jones, and M. D. Engelhardt. "Reduced beam section welded steel moment frame connections." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-93.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Yang, Zhijian, Jixing Li, Guochang Li, and Weizhe Cui. "Finite Element Analysis of Reinforced Hollow High-Strength Concrete Filled Square Steel Tubular Middle-long Column under Eccentric Load." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2532-2_40.

Full text

Abstract:

AbstractTraditional hollow concrete filled steel tube components are mainly used in the transformer power structure. In order to improve the mechanical properties and application scope of hollow concrete filled steel tube components, a new type of reinforcement hollow steel tube high-strength concrete combination structure is proposed. Given that the components in the construction system are frequently in an eccentric stress condition throughout the structural system, the finite element analysis program ABAQUS produces 20 eccentric compression middle-long column models. The overall force proce

APA, Harvard, Vancouver, ISO, and other styles

9

Segura, Álvaro, and Alejandro García-Alonso. "Steel Tube Cross Section Geometry Measurement by 3D Scanning." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-94120-2_6.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Bompa, Dan V., Teodora Bogdan, Ahmed Y. Elghazouli, Edurne Nuñez, Matthew R. Eatherthon, and Roberto T. Leon. "Nonlinear Numerical Assessment of Steel Reduced Beam Section Connections." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_23.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Steel section"

1

Srinivasan, Shankar, Gerald Bruck, and Arun Mohan. "Demonstration of Thick-Section Welding of Haynes 282 to Steel." In AM-EPRI 2024. ASM International, 2024. http://dx.doi.org/10.31399/asm.cp.am-epri-2024p1008.

Full text

Abstract:

Abstract This study addresses the welding challenges encountered when joining Haynes 282, a heat-resistant superalloy, to 3.5NiCrMoV high-strength low alloy steel (HSLA) for advanced power plant applications, particularly in thick-section components like rotors. The project demonstrated successful thick-section dissimilar metal welding up to 76 mm (3 in.) using two techniques: keyhole tungsten inert gas welding and conventional gas tungsten arc welding with Haynes 282 filler metal. Various groove weld geometries were evaluated, supported by computational weld modeling to predict and minimize w

APA, Harvard, Vancouver, ISO, and other styles

2

Hirohata, Mikihito, Aoi Utou, Kotaro Murabayashi, Károly Jármai, Jun Ito, and Seiji Okada. "A Proposal of I-section Girder Assembled by Dissimilar Steels with Different Strengths." 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.2025.1777.

Full text

Abstract:

<p>A series of investigations were conducted to propose an I-section girder assembled by dissimilar steels with different strengths for utilizing general structural steel and newly developed high- performance steel (Steels for Bridge High-performance Structures: SBHS). As the basic concept of the section subjected to bending loads, the upper flange and the upper side of the web were composed of ordinary steel with 320 N/mm² of yield strength (SM400) while the lower flange and the lower side of the web were composed of high-strength steels with 454, 535, and 849 N/mm² of yield strengths (

APA, Harvard, Vancouver, ISO, and other styles

3

Kim, Sun-Hee, Yonghyun Cho, In-Rak Choi, Inhwan Yeo, and Sung-Mo Choi. "ANALYSIS OF CARBONIZED SPEED AND RESIDUAL SECTION OF STEEL-TIMBER CONNECTION." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0101.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Bareikis, Nerijus. "High strength steel influence on sustainability of corrugated soil-steel composite bridge." 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.2025.0807.

Full text

Abstract:

<p>Corrugated soil-steel (CSS) composite structures because of interaction with surrounding soil are characterized by high strength to cost ratio. For the past decade the span of CSS bridges is growing and the demand of development of their sustainable innovations is increasing respectively. The advantages of high strength steel (HSS) to the behaviour of CSS composite bridges were barely analysed in perspective of sustainability. This study analyses high strength steel of a yield stress up to 1300 MPa influence on utilization ratio of large span CSS structure of the deepest corrugation o

APA, Harvard, Vancouver, ISO, and other styles

5

Park, Yeun Chul, Chul-Hwan Yoo, and Ho-Kyung Kim. "Evaluating Section Loss in Corroded Steel Strands." 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.2019.1768.

Full text

Abstract:

<p>Since corrosion in prestressing tendon reduces the cross-section and strength of steel strand, it is critical for the safety of structures. Corrosion model in steel wires and a technique for evaluating section loss in steel strands were developed based on the measurement of corroded strands obtained from a concrete box girder bridge in Korea. The strands were corroded due to chloride and moisture attack. Cross-sections of corroded wires were measured for section loss, corrosion depth and perimeter. The measurement showed that corrosion rapidly progressed along the perimeter in earlier

APA, Harvard, Vancouver, ISO, and other styles

6

Oki, Koji, Takumi Ishii, and Kazuyuki Matsui. "Study on Structural Use of Cold-Formed Rectangular Hollow Section." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_226.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Wang, Yan-Bo, Wei Cui, Guo-Qiang L, and Su-Wen Chen. "Cyclic Response of High Strength Steel Welded H-section Columns." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_999.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

J., Lee, Goldsworthy H. M., and Gad E. F. "Blind Bolted Collar Plate Connections to Unfilled Hollow Section Columns." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-we018.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Jarquio, Ramon V. "Yield Capacity Curve of Steel Pipe Section." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)172.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Feber, N., and M. Jandera. "STAINLESS STEEL I-SECTION BEAM-COLUMNS BEHAVIOR." In Engineering Mechanics 2020. Institute of Thermomechanics of the Czech Academy of Sciences, Prague, 2020. http://dx.doi.org/10.21495/5896-3-126.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Steel section"

1

Rosseel, T. M. Heavy-Section Steel Irradiation Program. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/755650.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Nanstad, R. (Heavy-section steel irradiation program). Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/5457048.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Corwin, W. Heavy-Section Steel Irradiation Program. Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/6980459.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Pennell, W. Heavy-Section Steel Technology Program. Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/6389166.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Pennell, W. Heavy-Section Steel Technology Program. Office of Scientific and Technical Information (OSTI), 1991. http://dx.doi.org/10.2172/6012357.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Yiran, Wu, Meng Lingye, and Shi Yongjiu. INVESTIGATIONS OF JOINTS STRENGTH PERFORMANCE WITH T-SECTION CONCRETE FILLED STEEL TUBULAR COLUMNS AND I-SECTION STEEL BEAMS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.027.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Corwin, W. R. Heavy-section steel irradiation program. Progress report, October 1994--March 1995. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/130643.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Corwin, W. R. Heavy-section steel irradiation program. Progress report, October 1992--March 1993. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/594460.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Corwin, W. R. Heavy-section steel irradiation program. Progress report, April 1996--September 1996. Office of Scientific and Technical Information (OSTI), 1997. http://dx.doi.org/10.2172/532663.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Mahmoud, Hussam, Emad Hassan, and Guillermo Riveros. Experimental evaluation of steel beams with mechanical section reduction retrofitted with fiber polymers. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49188.

Full text

Abstract:

Steel elements working in a harsh environment can be exposed to corrosion that degrades their performance and threatens the integrity of the whole structure. Recent studies propose using carbon (CFRP) and basalt (BFRP) fiber–reinforced polymers to repair corroded steel cross sections; however, most of these studies have not explored many of the structural characteristics, including ductility. In this study, we conduct a series of full-scale experimental tests to investigate the impact of corrosion, represented as mechanical section reduction, on steel beams as well as the impact of repairing t

APA, Harvard, Vancouver, ISO, and other styles

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!