Relevant bibliographies by topics / Composite beam with web opening

Contents

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

Academic literature on the topic 'Composite beam with web opening'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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 'Composite beam with web opening.'

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 "Composite beam with web opening"

1

Liao, Wen Yuan, Dong Hua Zhou, and Long Qi Li. "Analysis of Composite Beam with Different Web Openings." Advanced Materials Research 919-921 (April 2014): 15–18. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.15.

Full text
Abstract:
In order to investigate the bearing behavior of composite beam with different web openings. Six composite beams were analyzed by using the finite element program ANSYS and the shape of openings was different. The results show that the shape of opening has a significant influence on the bearing capacity and deformation capacity of composite beams with web openings. Because stress concentration is relatively small, the force performance of circular web opening is more reasonable and has the largest bearing capacity and deformation capacity.
APA, Harvard, Vancouver, ISO, and other styles
2

Wang, Yuhan, Lianguang Jia, and Xuefeng Li. "Investigation on Behavior of Castellated Composite Beams under Fire." MATEC Web of Conferences 175 (2018): 02032. http://dx.doi.org/10.1051/matecconf/201817502032.

Full text
Abstract:
This paper is to study the fire resistance of castellated composite beams. Based on experiment, a reasonable castellated composite beam model is established by using finite element software. The critical temperature of castellated composite beams influenced by hole opening ratio, hole pitch, width-thickness ratio of the web and stiffener have been analyzed. The result shows that stiffener has a great influence on the fire resistance of castellated composite beams, which can increase the critical temperature greatly. The width-thickness ratio of the web has some influence on the buckling behavi
APA, Harvard, Vancouver, ISO, and other styles
3

Rahim, Nurul Izzati, Bashar S. Mohammed, Amin Al-Fakih, et al. "Strengthening the Structural Behavior of Web Openings in RC Deep Beam Using CFRP." Materials 13, no. 12 (2020): 2804. http://dx.doi.org/10.3390/ma13122804.

Full text
Abstract:
Deep beams are more susceptible to shear failure, and therefore reparation is a crucial for structural reinforcements. Shear failure is structural concrete failure in nature. It generally occurs without warning; however, it is acceptable for the beam to fail in bending but not in shear. The experimental study presented the structural behavior of the deep beams of reinforced concrete (RC) that reinforces the web openings with externally connected carbon fiber reinforced polymer (CFRP) composite in the shear zone. The structural behavior includes a failure mode, and cracking pattern, load deflec
APA, Harvard, Vancouver, ISO, and other styles
4

Hieu, Nguyen Tran, and Vu Anh Tuan. "Weight optimization of composite cellular beam based on the differential evolution algorithm." Journal of Science and Technology in Civil Engineering (STCE) - NUCE 12, no. 5 (2018): 28–38. http://dx.doi.org/10.31814/stce.nuce2018-12(5)-04.

Full text
Abstract:
In this study, the differential evolution algorithm is used for solving the optimum design problem of composite cellular beams. The design variables are hot rolled profile from which the cellular beam will be produced as well as opening size and its spacing. The objective function is the minimum weight of cellular beam while the design constraints include satisfying the ultimate limit states, the serviceability limit states and the geometric limitations. The design method adopted in this study is based on EN 1994-1-1. Furthermore, a parametric study is conducted to evaluate the influence of be
APA, Harvard, Vancouver, ISO, and other styles
5

Jassim, Nidaa Qassim, and Husain Khalaf Jarallah. "Performance Enhancement of R.C. Beams with Large Web Openings by Using Reactive Powder Composite: An Experimental Study." Al-Nahrain Journal for Engineering Sciences 21, no. 3 (2018): 405–16. http://dx.doi.org/10.29194/njes.21030405.

Full text
Abstract:
In this paper an experimental works conducted to study the behavior of R.C. beam with large web opening at different locations and fortified with reactive powder composite (RPC) at the extreme tension zone (bottom edge of opening) and/or extreme compression zone (Top edge of opening). The experimental study is investigate the behavior of twelve beams and study the ability of using normal strength concrete together with RPC in the same section to exploit the advantages of these two materials in optimal way. The main variables are RPC layers locations in tension zone and/or in compression zone a
APA, Harvard, Vancouver, ISO, and other styles
6

Yu, Bao Chu, and Guo Dong Wang. "Finite Element Analysis of the Vibration Characteristics of Castellated Composite Beams." Applied Mechanics and Materials 513-517 (February 2014): 91–94. http://dx.doi.org/10.4028/www.scientific.net/amm.513-517.91.

Full text
Abstract:
Steel-concrete castellated composite beams are a new form, also widely used in bridges and buildings. But the research for the vibration characteristics of the composite beams is less. In this paper, by using the principle of the finite element, it mainly analyzes the influence of some related elements, such as the steel beam web part of the opening location, the size, the location and so on, on composite beam vibration frequency to lay the foundation of further study on the dynamic characteristics of the castellated composite beam.
APA, Harvard, Vancouver, ISO, and other styles
7

Li, Long Qi, Dong Hua Zhou, and Wen Yuan Liao. "Research on Reinforcing Methods of Continuous Steel-Concrete Composite Beams with Web Openings." Advanced Materials Research 919-921 (April 2014): 1952–57. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.1952.

Full text
Abstract:
By considering the four secondary moment functions ,which are developed according to virtual plastic stress distribution at the perforated section of continuous composite beam. reinforced opening proved to be necessary and reliable .Several reinforcing methods are reserched. mechanical properties are compared with FE results in different reinforced continuous composite beam.The result indicates that the bending and vertical shear capacity of continuous composite beam with web opening can be effectively enhanced to a certain extent. In addition,stiffness and local stability at web opening area
APA, Harvard, Vancouver, ISO, and other styles
8

Alam, Naveed, Ali Nadjai, Olivier Vassart, and Francois Hanus. "A detailed investigation on thermal behaviour of slim floor beams with web openings at elevated temperatures." Journal of Structural Fire Engineering 10, no. 4 (2019): 446–67. http://dx.doi.org/10.1108/jsfe-11-2018-0034.

Full text
Abstract:
Purpose In recent times, the use of steel sections with web openings has become common as slim floor beams because they offer a reduction in weight of the steelwork, accommodate services within the floor depth and provide the composite action. The composite action in these beams is achieved either through the concrete dowels or through concrete plugs. Though these web openings offer several benefits in slim floor beams, they induce the material discontinuity in the steel web, which may affect their shear capacity and/or thermal behaviour. The purpose of this study is to investigate the thermal
APA, Harvard, Vancouver, ISO, and other styles
9

Sen, Lin, Li Chenxi, Hu Ying, and Cong Hao. "Experimental research on effect of opening configuration and reinforcement method on buckling and strength analyses of spar web made of composite material." Science and Engineering of Composite Materials 28, no. 1 (2021): 190–203. http://dx.doi.org/10.1515/secm-2021-0018.

Full text
Abstract:
Abstract This study experimentally investigates the effect of the opening configuration on the buckling stability and bearing performance of a structural beam web used in a commercial aircraft made of composite materials. The buckling and strength analyses on three opening configurations (circular, oblong, and rhombic) were carried out using test samples with identical web surface size. It is found that the rhombic opening has the minimum effect on the buckling stability and strength of the structure. To compensate for the effect of the opening, two reinforcement methods, using reinforcement r
APA, Harvard, Vancouver, ISO, and other styles
10

Khan, Mustesin Ali, Liming Jiang, Katherine Ann Cashell, and Asif Usmani. "Virtual hybrid simulation of beams with web openings in fire." Journal of Structural Fire Engineering 11, no. 1 (2019): 118–34. http://dx.doi.org/10.1108/jsfe-01-2019-0008.

Full text
Abstract:
Purpose Perforated composite beams are an increasingly popular choice in the construction of buildings because they can provide a structurally and materially efficient design solution while also facilitating the passage of services. The purpose of this paper is to examine the behaviour of restrained perforated beams, which act compositely with a profiled slab and are exposed to fire. The effect of surrounding structure on the composite perforated beam is incorporated in this study using a virtual hybrid simulation framework. The developed framework could also be used to analyse other structura
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Composite beam with web opening"

1

Brinkhus, Raquel Nailê. "Análise de vigas casteladas e vigas casteladas mistas." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2015. http://hdl.handle.net/10183/115556.

Full text
Abstract:
As vigas casteladas são fabricadas a partir do corte em zigue-zague da alma de perfis I, após são deslocados e soldados, fazendo com que a viga tenha uma expansão na altura, porém sem aumentar a massa do perfil. As mesmas voltaram a ser uma opção competitiva devido aos avanços tecnológicos, que possibilitam a automação do corte e solda da alma do perfil e com o inicio das produções de perfis I laminados no Brasil em 2002. Apresenta grandes vantagens proporcionando a passagem de dutos e tubulações, aumento na rigidez no plano de flexão e boa estética. O presente trabalho apresenta um estudo ana
APA, Harvard, Vancouver, ISO, and other styles
2

Cho, Soon Ho. "Slab behaviour in composite beams at web openings." Thesis, McGill University, 1990. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=74647.

Full text
Abstract:
An explanation is provided for the slab behaviour in composite beams at web holes where the concrete slab carries heavy vertical shear. This is based on the truss concept, and requires consideration of shear studs in the hole region as vertical tension members. According to this, a structural action between the concrete slab and shear connectors for carrying or transferring vertical shear to the steel beam was clearly identified.<br>On the basis of the slab behaviour identified, truss idealizations capable of determining the slab shear carrying capacity in a rational manner were developed. The
APA, Harvard, Vancouver, ISO, and other styles
3

Najafi, Mohsen. "Behaviour of axially restrained steel beams with web openings at elevated temperatures." Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/behaviour-of-axially-restrained-steel-beams-with-web-openings-at-elevated-temperatures(7e807ad7-5d5b-4635-ad39-7eae448736d8).html.

Full text
Abstract:
Steel beams with web openings are frequently used in construction to achieve attractive, flexible and optimised design solutions. These beams are used to provide passages for building services, to reduce the overall construction height and to achieve long spans. However, the presence of the openings may lead to a substantial reduction in the load carrying capacity of the beam at both ambient and elevated temperatures and introduce additional failure modes including shear-moment interaction at the location of the openings causing the Vierendeel mechanism. Steel beams in practical construction a
APA, Harvard, Vancouver, ISO, and other styles
4

Rodrigues, Flávio. "Comportamento estrutural de vigas de aço com abertura na alma." Universidade do Estado do Rio de Janeiro, 2007. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=421.

Full text
Abstract:
Limitações de altura são frequentemente impostas à edificações de múltiplos pavimentos por regulamentos de zoneamento urbano, aspectos econômicos e considerações estéticas. Um pé-direito alto é normalmente requerido para se permitir a passagem de tubulações e dutos de grande diâmetro sob vigas de aço, conduzindo muitas vezes à alturas inaceitáveis entre pavimentos de edificações. Várias são as soluções possíveis para se resolver tal inconveniência, dentre elas pode-se citar: Vigas com inércia variável, stub girders , treliças mistas e vigas misuladas. Outra solução frequentemente utilizada é a
APA, Harvard, Vancouver, ISO, and other styles
5

Bake, Mohamadi Siamak. "Behaviour of cellular beams and cellular composite floors at ambient and elevated temperatures." Thesis, University of Manchester, 2010. https://www.research.manchester.ac.uk/portal/en/theses/behaviour-of-cellular-beams-and-cellular-composite-floors-at-ambient-and-elevated-temperatures(18b84174-d363-452e-aa6c-eabc860d84ab).html.

Full text
Abstract:
Cellular beams (CBs) have become increasingly popular in the UK and other countries over the recent years. However, the research into the behaviour of these beams has not advanced at the same rate. There is still no robust codified guidance available to design cellular beams and cellular composite beams at ambient and elevated temperatures. Meanwhile, numerical simulation approaches, such as Finite Element (FE) analysis, have enabled the researchers to advance their investigations into various behavioural aspects of these beams. In this research, the developed numerical models using the ABAQUS
APA, Harvard, Vancouver, ISO, and other styles
6

Schniepp, Timothy John. "Design Manual Development for a Hybrid, FRP Double-Web Beam and Characterization of Shear Stiffness in FRP Composite Beams." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/34550.

Full text
Abstract:
Fiber-reinforced polymeric (FRP) composites are being considered for structural members in bridge construction as lighter, more durable alternatives to steel and concrete. Extensive testing and analysis of a pultruded, hybrid double web beam (DWB) developed for use in bridge construction has been conducted at Virginia Tech. A primary purpose of this testing is the development of a structural design guide for the DWB, which includes stiffness and strength data. The design manual also includes design allowables determined through a statistical analysis of test data. Static testing of the beam
APA, Harvard, Vancouver, ISO, and other styles
7

Waldron, Christopher J. "Determination of the Design Parameters for the Route 601 Bridge: A Bridge Containing the Strongwell 36 inch Hybrid Composite Double Web Beam." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/34414.

Full text
Abstract:
The Route 601 Bridge spans 39 ft over Dickey Creek in Sugar Grove, VA and represents the first use of Strongwell's 36 in. double web beam (DWB) as the main load carrying members for a traffic bridge. The bridge was designed for AASHTO HS20-44 and AASHTO alternate military loading with a targeted deflection limit of L/800. For the preliminary design, conservative properties for the 36 in. DWB were assumed based on experience at Virginia Tech with Strongwell's 8 in. DWB used in the Tom's Creek Bridge. An elastic modulus (E) of 6,000 ksi and a shear stiffness (kGA) of 20,000 ksi-in2 were assum
APA, Harvard, Vancouver, ISO, and other styles
8

Restrepo, Edgar Salom. "Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members." Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/36182.

Full text
Abstract:
The Route 601 Bridge in Sugar Grove, Virginia spans 39 ft over Dickey Creek. The Bridge is the first to use the Strongwell 36 in. fiber reinforced polymer (FRP) double web beam (DWB) in its superstructure. Replacement of the old bridge began in June 2001, and construction of the new bridge was completed in October 2001. The bridge was field tested in October 2001 and June 2002. This thesis details the field evaluation of the Rt. 601 Bridge. Using mid span deflection and strain data from the October 2001 and June 2002 field tests, the primary goal of this research was to determine the fo
APA, Harvard, Vancouver, ISO, and other styles
9

Olbert, Jan. "Železniční most přes místní silnici." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240335.

Full text
Abstract:
The thesis deals with the variant design of the steel structure of single-track railway bridge on the line Tišnov – Nové Město na Moravě. The task is bridging the local road by a bridge structure with one field. Length of the bridge is 40 m.
APA, Harvard, Vancouver, ISO, and other styles
10

Holle, Brian G. "Testing of a model composite beam with web opening." 1987. http://hdl.handle.net/2097/22361.

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

Books on the topic "Composite beam with web opening"

1

Darwin, David. Steel and composite beams with web openings: Design of steel and composite beams with web openings. American Institute of Steel Construction, 1990.

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

Lawson, R. M. Design for openings in the webs of composite beams. Construction Industry Research & Information Association, 1987.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Institute, Structural Engineering, and American Society of Civil Engineers., eds. Specification for structural steel beams with web openings. American Society of Civil Engineers, 1999.

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

Book chapters on the topic "Composite beam with web opening"

1

"BEHAVIOR AND DESIGN OF COMPOSITE BEAMS WITH WEB OPENINGS." In Steel-Concrete Composite Structures. CRC Press, 1988. http://dx.doi.org/10.1201/9781482286366-5.

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

LI, B., and Q. YANG. "Numerical and experimental research on MRFS connection with opening on web beam." In Fourth International Conference on Advances in Steel Structures. Elsevier, 2005. http://dx.doi.org/10.1016/b978-008044637-0/50122-0.

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

Li, Guo-qiang, Liang Li, and Xianhui Li. "EXPERIMENTAL STUDY ON BEHAVIORS OF THE TRAPEZOID CONNECTORS OF THE INVERTED T-SHAPED STEEL WITH NOTCHED WEB FOR A NOVEL COMPOSITE BEAM." In Volume 7 Number 1. The Hong Kong Institute of Steel Construction, 2011. http://dx.doi.org/10.18057/ijasc.2011.7.1.4.

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

Li, Guo-Qiang, Li Liang, and Xianhui Li. "EXPERIMENTAL AND THEORETICAL STUDY ON THE BEHAVIOR OF THE STEEL-CONCRETE COMPOSITE BEAM WITH NOTCHED WEB OF INVERTED T-SHAPED STEEL SECTION AT CONSTRUCTION STAGE." In Volume 7 Number 4. The Hong Kong Institute of Steel Construction, 2011. http://dx.doi.org/10.18057/ijasc.2011.7.4.5.

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

Conference papers on the topic "Composite beam with web opening"

1

Aggelopoulos, Eleftherios, Francois Hanus, and Mark Lawson. "Shear connection requirements for composite cellular beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7161.

Full text
Abstract:
Beams with regular circular web openings (cellular beams) are often used in composite construction. Rules for the minimum degree of shear connection in composite beams are presented in Eurocode 4 but were derived for solid web beams in propped construction. This paper investigates the degree of shear connection requirements for composite cellular beams, focusing on the combined effect of using a steel section with regularly spaced, large circular web openings and unpropped construction conditions. The effect of the diameter and the spacing of the openings is also investigated. In order to prov
APA, Harvard, Vancouver, ISO, and other styles
2

P., Keerthan, and Mahendran M. "Shear Tests of Litesteel Beams with Web Openings." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-th019.

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

Hechler, Oliver, Christian Müller, and Gerhard Sedlacek. "Investigations on Beams with Multiple Regular Web Openings." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)26.

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

Weil, Torsten, Juergen Schnell, and Wolfgang Kurz. "Design Model for Continuous Composite Beams with Web Openings." In International Conference on Composite Construction in Steel and Concrete 2008. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)15.

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

Mahendran, Mahen, and Poologanathan Keerthan. "Shear Tests of Lipped Channel Beams with Web Openings." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_189.

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

V. Y., Bernice Wong, Ian W. Burgess, and Roger J. Plank. "A Simplified Design Method for Composite Floor Beams with Web Openings in Fire." In 4th International Conference on Steel & Composite Structures. Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-fr040.

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

Ramm, Wieland, and Christian Kohlmeyer. "Shear-Bearing Capacity of the Concrete Slab at Web Openings in Composite Beams." In Fifth International Conference on Composite Construction in Steel and Concrete. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40826(186)21.

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

De’nan, Fatimah, Choong Kok Keong, and Nor Salwani Hashim. "Shapes and sizes of web opening effects on bending behaviour of I-beam with web opening." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE’17): Sustainable Technology And Practice For Infrastructure and Community Resilience. Author(s), 2017. http://dx.doi.org/10.1063/1.5005652.

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

Uzzaman, Asraf, David Nash, Jim Rhodes, James B. P. Lim, and Ben Young. "The Effects of Web Opening on Web Crippling Strength of Cold-Formed Steel Channels under Interior-Two-Flange Loading Condition." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_079.

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

Sukrawa, Made. "Finite element modelling of reinforced large-opening on the web of steel beam considering axial forces." In PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON CONSTRUCTION AND BUILDING ENGINEERING (ICONBUILD) 2017: Smart Construction Towards Global Challenges. Author(s), 2017. http://dx.doi.org/10.1063/1.5011498.

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

Reports on the topic "Composite beam with web opening"

1

Xiao-Yan, SONG, ZHONG Wei-Hui, and ZHENG Yu-Hui. INVESTIGATION ON ANTI-COLLAPSE PERFORMANCE OF COMPOSITE BEAM-COLUMN SUBSTRUCTURE WITH WELDED FLANGE-BOLTED WEB CONNECTION IN MINOR-AXIS DIRECTION. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.029.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Composite beam with web opening' for particular source types:
Journal articles
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