Bibliografías temáticas / Composite beams

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Literatura académica sobre el tema "Composite beams"

Autor: Grafiati
Publicado: 4 de junio de 2021
Última modificación: 25 de julio de 2025

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Artículos de revistas sobre el tema "Composite beams"

1

Zhao, Wei Jian, Jia Xin Tong, Shen Ming Yuan, and Ye Nan Guo. "Research Progress on Reinforced Concrete Composite Beam in China." Applied Mechanics and Materials 584-586 (July 2014): 939–43. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.939.

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Reinforced concrete composite beam plays a very important role in the precast concrete structure, composite beam research is critical. Based on the research results about it in China, on the one hand, from the traditional composite beams to the improved ones, the various kinds of composite beams were concluded; on the other hand, the applications of new building materials in the composite beams had been included, which included fiber reinforced cement-based composites, steel fiber reinforced concrete, reactive powder concrete and crumb rubber concrete. Through to the both related tests and the
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Duan, Junyi, Huaixiao Yan, Chengcheng Tao, Xingyu Wang, Shanyue Guan, and Yuxin Zhang. "Integration of Finite Element Analysis and Machine Learning for Assessing the Spatial-Temporal Conditions of Reinforced Concrete." Buildings 15, no. 3 (2025): 435. https://doi.org/10.3390/buildings15030435.

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Composite reinforcements are attracting attention in the reinforced concrete (RC) field for their high corrosion resistance, low thermal conductivity, and low electromagnetic interference behavior. However, compared to metallic reinforcements, composites are less ductile and may lead to brittle failure. Three-point flexural tests provide information on the mechanical behavior of metal- and composite-reinforced concrete beams with distinct crack patterns. The structural conditions and failure mechanisms can be defined based on stress change and crack propagation. This study employs finite eleme
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Endriatno, Nanang. "Experimental Investigation on Vibration Responses of Fiberglass Reinforced Plastic." International Journal of Engineering and Computer Science 10, no. 4 (2021): 25316–20. http://dx.doi.org/10.18535/ijecs/v10i4.4575.

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The purpose of this study is to analyze the vibration displacement on fiberglass reinforced plastic beams with variations a number of fibers in the resin matrix. Composite beams was made of fiberglass and polyester resin matrix with a number of fiberglass: 0, 24, and 48. Composite beams was manufactured by hand lay-up method with the unidirectional fiber orientation. The composite beams used have the dimension of length: 500 mm, height: 20 mm, and width: 20 mm. During the experimental test, the beam was vibrated using an exciter motor which was placed at the end of the cantilever support then
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Al-Thabhawee, Hayder Wafi. "Experimental investigation of composite steel–concrete beams using symmetrical and asymmetrical castellated beams." Curved and Layered Structures 9, no. 1 (2022): 227–35. http://dx.doi.org/10.1515/cls-2022-0019.

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Abstract This study aims to investigate the behavior of concrete slabs acting compositely with symmetrical and asymmetrical castellated beams. Stud connectors are used to connect the concrete slab and steel section. The use of castellated steel beams to build up composite steel-concrete beams is now common practice in building construction. Five simply supported composite beams were examined under two-point loading. Two specimens built up from standard steel beams were used as control specimens and three specimens were built up from castellated steel beams. One of these specimens was built up
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Lu, Tingting, Yuxiang Wen, and Bin Wang. "Investigation on Shear Behavior of Precast Monolithic ECC Composite Beams." Materials 18, no. 13 (2025): 3081. https://doi.org/10.3390/ma18133081.

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This study applied precast engineered cementitious composite (ECC) shells to replace conventional concrete in precast assembled monolithic composite beams to enhance mechanical performance. A new type of precast monolithic ECC composite beam was proposed. Five ECC composite beams and one reinforced concrete (RC) composite beam were designed and fabricated for the experimental study. The failure pattern, failure mechanism, load-bearing capacity, deformability, and stiffness degradation were quantitatively analyzed through the tests. The main findings were as follows: ECC composite beams develop
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Song, Xingyu, Yan Liu, Xiaodong Fu, Hongwei Ma, and Xiaolun Hu. "Experimental Study on Flexural Behaviour of Prestressed Specified Density Concrete Composite Beams." Sustainability 14, no. 22 (2022): 14727. http://dx.doi.org/10.3390/su142214727.

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To solve the problem of poor seismic resistance due to the disadvantages of traditional concrete composite beams, such as heavy self-weight in prefabricated buildings, prestressed specified-density concrete composite beams are proposed herein. First, a mix ratio test of specified-density concrete was performed. Second, five prestressed specified-density composite beams, a prestressed ordinary concrete composite beam, and a prestressed semi lightweight concrete cast-in-situ beam were tested. The influence of the precast concrete height, reinforcement ratio, and concrete materials on the failure
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Umer Sial, Sardar, and M. Iqbal Khan. "Performance of Strain hardening cementitious composite as strengthening and protective overlay in flexural members." MATEC Web of Conferences 199 (2018): 09005. http://dx.doi.org/10.1051/matecconf/201819909005.

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Strain-hardening cementitious composites (SHCC) are advanced type of cement-based composite materials having superior crack control and tensile properties. Owing to such characteristics, SHCC can be used for strengthening and crack-width control of structural members. This paper presents a study on the flexural response of reinforced concrete (RC) beams with different overlays of SHCC. The work consists of RC-SHCC overlay beams, in which SHCC overlays of different thicknesses (15% and 30% of beam height, plus cover) and reinforcement ratios (0% and 0.4%) were cast at the bottom of the RC beams
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Syaiful, Syaiful, and Randis Randis. "Experimental and Numerical Investigation of Fiber Direction on The Vibration Properties of Ananas Comosus Leaf Reinforced Epoxy Composite Beams." Journal of Fibers and Polymer Composites 2, no. 2 (2023): 130–44. http://dx.doi.org/10.55043/jfpc.v2i2.74.

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Technological evolution and environmental awareness have driven the improvement of quality and renewable products, especially in natural fiber-reinforced composites. This study aims to analyze the stiffness and personal frequency of ACL fiber-reinforced composite beams due to the influence of the fiber direction. Next, compare experimental values with numerical. Composite beams are produced by varying the direction of the fibers 0°/0°/0°, -45°/0°/45° and -90°/0°/90° then supported by a simple support (clamp-roll). The exciter position is placed at 0-50 cm along the composite beam, then determi
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Wang, Boxin, Ruichang Fang, and Qing Wang. "Flexural Behavior of Fiber-Reinforced Self-Stressing Concrete T-Shaped Composite Beams." Advances in Civil Engineering 2020 (June 24, 2020): 1–17. http://dx.doi.org/10.1155/2020/8810440.

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Given the excellent crack resistance performance of steel fiber-reinforced self-stressing concrete (SFRSSC), the bending performance of some composite beams with SFRSSC laminated layers was studied. The experiment conducted in this study comprised a single-span composite beam test (including 3 test beams) and a two-span continuous composite beam test (including 2 test beams). All the test beams were T-shaped. The cracking load, yielding load, and ultimate load of all the test beams were recorded and comparatively analyzed. Experimental results showed that the cracking load of the test beam wit
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Han, Xiaoli, Jian Dai, Wei Qian, Zhaoyang Zhu, and Baolong Li. "Effects of dowels on the mechanical properties of wooden composite beams in ancient timber structures." BioResources 16, no. 4 (2021): 6891–909. http://dx.doi.org/10.15376/biores.16.4.6891-6909.

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In order to provide more accurate suggestions for the restoration of ancient timber buildings, five types of specimens were designed for static loading tests. The tree species used for the specimens was larch. The wooden composite beams were composed of purlins, tie plates, and fangs. The study analyzed the effects of the number and position of dowels on the mechanical behaviors of wooden composite beams in ancient timber buildings. The bending moment, slippage, strain of the wooden composite beams under the deflection of the beam allowed according to code, and the ultimate bearing capacity of
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Tesis sobre el tema "Composite beams"

1

Bhutta, Salman Ahmed. "Analytical modeling of hybrid composite beams." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-11102009-020112/.

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Megharief, Jihad Dokali. "Behavior of composite castellated beams." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ37273.pdf.

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Molenstra, Nadia Julia. "Ultimate strength of composite beams." Thesis, University of Warwick, 1990. http://wrap.warwick.ac.uk/34713/.

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The study of composite beams is characterised by the connection between the two components: the concrete slab and the steel girder. In this thesis, two different problems, related to this connection were studied: the problem of partial interaction in composite beams of long spans with low degrees of shear connection, and the problem of transverse flexibility of the stud connection 'joint' between the concrete slab and the steel beam as part of a discrete inverted U-frame. This thesis is therefore divided into two separate parts. The study of beams with partial shear connection and solid slabs
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Fan, Chun Keung Roger. "Buckling in continuous composite beams." Thesis, University of Warwick, 1990. http://wrap.warwick.ac.uk/106724/.

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Two aspects of the buckling behaviour of continuous composite beams of steel and concrete are considered. The first part relates to the study of moment redistribution in braced slender beams (Class 3 draft Eurocode 4) due to local buckling in the hogging moment regions. The second part describes the experimental work to investigate the ultimate load behaviour of unbraced compact beams (Classes 1 and 2 draft Eurocode 4) in the hogging moment regions. For a braced continuous slender composite beam, local buckling at an internal support allows a redistribution of bending moment from the hogging r
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Jamal, Dany. "Solution methods of composite beams." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-264913.

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Solutions of composite beams encounter some specific problems, such as shrinkage and creep of concrete, cracking of concrete and plasticity of steel, partial interaction of elements or history of erection and loading process. These factors and others affect the distribution of internal forces along the beam, the distribution of stresses along the cross-section and also stiffness and deflection of beams. The goal is to describe and compare methods for analysis of composite steel and concrete beams by more simplified approaches allowed by Eurocode with more advanced techniques. The studies will
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Do, Nascimento Oliveira Jose Emidio. "Deformation and damage analysis of composite beams equipped with polyvinylidene fluoride film sensors /." [S.l. : s.n.], 2008. http://dk.cput.ac.za/cgi/viewcontent.cgi?article=1001&context=td_cput.

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Kong, Yow Wai. "Computer aided design of composite beams." Thesis, McGill University, 1985. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63364.

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Rakib, Saad Namik. "The behaviour of continuous composite beams." Thesis, Cardiff University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.425983.

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BARROS, LUIS PAULO FRANCO DE. "PIEZOELECTRIC PATCHES MODELING FOR COMPOSITE BEAMS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 1998. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=26509@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Esta dissertação trata da modelagem dos esforços transmitidos por atuadores piezoelétricos, colados ou embutidos em vigas compósitas laminadas. O trabalho é motivado por aplicações na área de materiais e estruturas inteligentes. Em particular, procura-se avaliar o comportamento de diferentes teorias aproximadas nas faixas de médias e altas frequências, quando os comprimentos de onda podem ser da ordem da espessura da viga. Nestes casos, teorias tradicionais de vigas deixam de representar com acuracidade a resposta dinâmica de estr
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Adhikari, Samiran. "High-definition Modeling of Composite Beams." University of Cincinnati / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1627666419572229.

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Libros sobre el tema "Composite beams"

1

Fan, Chun Keung Roger. Buckling in continuous composite beams. typescript, 1990.

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Molenstra, Nadia Julia. Ultimate strength of composite beams. typescript, 1990.

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United States. National Aeronautics and Space Administration., ed. Flutter analysis of composite box beams. National Aeronautics and Space Administration, 1995.

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Kissane, Robert J. Lateral restraint of non-composite beams. New York State Dept. of Transportation, Engineering Research and Development Bureau, 1985.

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

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Center, Lewis Research, ed. Free vibrations of delaminated beams. National Aeronautics and Space Administration, Lewis Research Center, 1992.

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Banks, H. Thomas. On damping mechanisms in beams. ICASE, 1989.

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Ghorashi, Mehrdaad. Statics and Rotational Dynamics of Composite Beams. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14959-2.

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Hughes, G. Longitudinal shear in composite concrete bridge beams. Transport and Road Research Laboratory, 1987.

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Shiming, Chen. Instability of composite beams in hogging bending. typescript, 1992.

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Capítulos de libros sobre el tema "Composite beams"

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Dolan, Charles W., and H. R. Hamilton. "Composite Beams." In Prestressed Concrete. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97882-6_10.

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Dalir, Hamid, Siddharth Bhaganagar, Nicholas Frimas, and Seyedeh Fatemah Nabavi. "Composite Beams." In Design, Analysis, and Manufacturing of Lightweight Composite Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003429197-4.

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Merkel, Markus, and Andreas Öchsner. "Composite Beams." In One-Dimensional Finite Elements. Springer Berlin Heidelberg, 2023. http://dx.doi.org/10.1007/978-3-662-66758-3_9.

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Oñate, Eugenio. "3D Composite Beams." In Structural Analysis with the Finite Element Method Linear Statics. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-8743-1_4.

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Hwu, Chyanbin. "Laminated Composite Beams." In Mechanics of Laminated Composite Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003470465-4.

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Strømmen, Einar N. "Stresses in Composite Beams." In Structural Mechanics. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-44318-4_7.

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Oñate, Eugenio. "Composite Laminated Plane Beams." In Structural Analysis with the Finite Element Method Linear Statics. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-8743-1_3.

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Öchsner, Andreas, and M. Merkel. "Beams of Composite Materials." In One-Dimensional Finite Elements. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31797-2_9.

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Öchsner, Andreas, and Markus Merkel. "Beams of Composite Materials." In One-Dimensional Finite Elements. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-75145-0_9.

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GangaRao, Hota V. S., and Woraphot Prachasaree. "Analysis of FRP Composite Beams." In FRP Composite Structures. CRC Press, 2021. http://dx.doi.org/10.1201/9781003196754-5.

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Actas de conferencias sobre el tema "Composite beams"

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Gupta, Mohit, and Dewey Hodges. "Nonlinear Analysis of Composite Beams with Structural Damping." In Vertical Flight Society 74th Annual Forum & Technology Display. The Vertical Flight Society, 2018. http://dx.doi.org/10.4050/f-0074-2018-12765.

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In rotor blades and other structural components, many factors can lead to structural damping. It is important to consider its effect on the dynamic behavior of beams. The work presented herein goes through a detailed literature review on the models and techniques used by past researchers to include damping. The authors use a state-of-the-art dimensional reduction technique known as the Variational Asymptotic Method (VAM). VAM works by splitting the 3-D beam analysis into 2-D cross-sectional and 1-D beam analyses, yielding asymptotically exact expressions for the variables of the original 3-D p
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McCarrick, James. "A Composite Target Concept for Multi-Pulse Radiography." In BEAMS 2002: 14th International Conference on High-Power Particle Beams. AIP, 2002. http://dx.doi.org/10.1063/1.1530821.

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Sheehan, Therese, Xianghe Dai, Jie Yang, Kan Zhou, and Dennis Lam. "Flexural behaviour of composite slim floor beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6963.

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Composite slim floor beams comprise a steel section embedded in a concrete slab, offering the advantages of a steel-concrete composite structure combined with a reduced floor depth. Several mechanisms contribute to the shear connection in this type of beam, such as headed studs, friction and clamping effects and the using of reinforcement bars passing through holes in the steel beam web. However, to date, nobody has systematically identified these mechanisms and Eurocode 4 does not provide specific design guidance for slim floor beams. Hence, a series of shear beam tests and flexural beam test
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"Cyclic Response of Composite Coupling Beams." In SP-174: Hybrid and Composite Structures. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5959.

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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.

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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
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Bradford, Mark A., Yong-Lin Pi, and Brian Uy. "Ductility of Composite Beams with Trapezoidal Composite Slabs." 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)13.

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Vivek, P. G., Ankuran Saha, Apurba Das, Kazuaki Inaba, and Amit Karmakar. "Stiffness Analysis of Delaminated Composite Beams Using Roller Clamps." In ASME 2021 Gas Turbine India Conference. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/gtindia2021-76042.

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Abstract Composites are favored over other traditional materials in many aerospace applications because of their high stiffness and strength-to-weight ratio. Taylor made material properties can be achieved by scheming the structural parameters making the material light, high strength and durable. Present work deals with a novel approach to enhance the strength of a layered delaminated composite beam using roller clamps to improve stiffness by providing uniform transverse force. Composite beam stiffness significantly degrades due to adverse environmental condition, impact loading and delaminati
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Kumar, T. Hemanth, and G. Sri Harsha. "Finite element analysis of composite beams." In SEVENTH INTERNATIONAL SYMPOSIUM ON NEGATIVE IONS, BEAMS AND SOURCES (NIBS 2020). AIP Publishing, 2021. http://dx.doi.org/10.1063/5.0057910.

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Gardner, Leroy, Merih Kucukler, and Lorenzo Macorini. "Deformation-Based Design of Composite Beams." In International Conference on Composite Construction in Steel and Concrete 2013. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.011.

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Gizejowski, Marian A., and Wael A. Salah. "Numerical Modeling of Composite Castellated Beams." 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)45.

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Informes sobre el tema "Composite beams"

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Ferrante, César A. O., Sebastião A. L. de Andrade, Luciano R. O. de Lima, and Pedro C. G. da S. Vellasco. BEHAVIOUR OF COMPOSITE BEAMS WITH EMBEDDED COMPRESSION FLANGE. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.116.

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Portela, Genock, Ulises Barajas, and Jose A. Albarran-Garcia. Analysis and Load Rating of Pre-flex Composite Beams. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada550595.

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Al-Chaar, Ghassan, Steven Sweeney, Richard Lampo, and Marion Banko. Full-scale testing of thermoplastic composite I-Beams for bridges. Construction Engineering Research Laboratory (U.S.), 2017. http://dx.doi.org/10.21079/11681/22641.

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Goodman, Daniel. Advanced Low-Cost Composite Curing With High Energy Electron Beams. Phase 2. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada358391.

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Zhu, Ting, Shenggang Fan, Yunlong Han, Runmin Ding, and Yang Li. Numerical Investigation on Fire Resistance of Stainless Steel Composite Beams with Rectangular Section. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.134.

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Tang, Po-Yun. Bending Deformation Increase of Bending-Extension Coupled Composite Beams Bonded with Actuator(s). Defense Technical Information Center, 1995. http://dx.doi.org/10.21236/ada302002.

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Bank, Lawrence C., Anthony J. Lamanna, James C. Ray, and Gerardo I. Velazquez. Rapid Strengthening of Reinforced Concrete Beams with Mechanically Fastened, Fiber-Reinforced Polymeric Composite Materials. Defense Technical Information Center, 2002. http://dx.doi.org/10.21236/ada400415.

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Ramesh, Selvarajah, Lisa Choe, Mina Seif, et al. Compartment fire experiments on long-span composite-beams with simple shear connections part 1:. National Institute of Standards and Technology, 2019. http://dx.doi.org/10.6028/nist.tn.2054.

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Choe, Lisa, Selvarajah Ramesh, Matthew Hoehler, et al. Compartment fire experiments on long-span composite-beams with simple shear connections part 2:. National Institute of Standards and Technology, 2019. http://dx.doi.org/10.6028/nist.tn.2055.

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Bond, Robert Bailey. Design of steel headed stud anchors in concrete-filled steel composite deck. Northeastern University, 2022. http://dx.doi.org/10.17760/d20473849.

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This paper reports common failure mechanisms of steel headed stud anchors (shear studs) in concrete-filled steel composite decks found in the literature comprised through an extensive database of push-out tests representing multiple shear stud configurations used in composite construction around the world. Monotonically and cyclically loaded push-out test specimens perpendicular or parallel steel deck, or in solid slabs, are included in the evaluation. Comparisons to experimental strengths are made with the steel headed stud anchor strength prediction methods from various international Codes a
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