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Journal articles on the topic 'Composite beam with web opening'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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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.

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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.

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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.

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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

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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.

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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

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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.

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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

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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.

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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

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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.

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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.

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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.

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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

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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.

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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

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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.

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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

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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.

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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

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11

Liao, Wen Yuan, Dong Hua Zhou, and Chun Xiu Han. "Study on New Reinforcing Method of Composite Beam with Web Openings under Negative Moment." Advanced Materials Research 919-921 (April 2014): 243–46. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.243.

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Due to web opening, stiffness and strength of steel composite beam decrease significantly. The common reinforcing method is setting stiffeners around the opening section; the paper presents two methods: herringbone stiffener and diamond stiffener. The finite element model is established with both material and geometrical non-linearity. Compared with other common methods, these two new methods are effective. Some reasonable suggestions are proposed for engineering application.

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12

Fang, Li Xin, and Ming Yang. "Study of the Cellular Composite Beam’s Behavior under HVAC Ducts’ Weight while Exposed to High Temperature." Applied Mechanics and Materials 157-158 (February 2012): 1144–47. http://dx.doi.org/10.4028/www.scientific.net/amm.157-158.1144.

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A composite cellular beam may offer much advantage by using its web openings, but it could lose some fire resistance capacity. The paper studies the influence of HVAC ducts to composite cellular beam while the ducts’ weight is supported by the web holes.

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13

Du, Hao, Xiamin Hu, Danrong Shi, and Biji Fang. "Effect of reinforcement on the strength of the web opening in steel-concrete composite beam." Engineering Structures 235 (May 2021): 112038. http://dx.doi.org/10.1016/j.engstruct.2021.112038.

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14

Al-Salmani, Ismael, Zaid Al-Azawi, and Jamal Al-Esawi. "Strengthening of Composite Castellated Beams Web with Corrugated Carbon Fiber Reinforced Polymer Struts." Key Engineering Materials 870 (October 2020): 49–60. http://dx.doi.org/10.4028/www.scientific.net/kem.870.49.

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A total of seven simply supported composite specimens are tested under concentrated load at the mid-span of the beam to investigate the strength of specimens to resist the applied load if web buckling take place. A novel technique of using a corrugated CFRP struts to strengthen the web of the steel girder is presented in this study. This technique provides two layers of CFRP laminate which are from biaxial fabrics to provide a knitted material that can undergo the complex state of stress in the web. The studied specimens are divided into two groups in addition to the control specimen having th

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15

Fang, Li Xin, and Geng Jun Chen. "Study of Stress Amplitude along the Welding Seam in the Composite Cellular Beam with Eye-Shaped Openings." Advanced Materials Research 243-249 (May 2011): 1127–33. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1127.

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The behaviour of composite cellular floor beams is becoming important as such members are increasingly used in multistory buildings. But, in the design of some special cellular beam with sharp corner web holes such as eye-shaped openings, the issue of low cycle fatigue failure becomes increasingly critical. In this paper, three-dimensional nonlinear finite element models of composite cellular floor beams with eye-shaped openings have been developed, taking into consideration the influence of the changes in degree of shear connections. The assessment based on stress amplitude for risk of fatigu

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16

Mustafa, Suzan AA, Ebtsam Fathy, and Mostafa S. Rizk. "Fiber-reinforced polymer plates for strengthening web opening in steel I-beams under cyclic loading." Advances in Structural Engineering 23, no. 2 (2019): 348–59. http://dx.doi.org/10.1177/1369433219868073.

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This article is interested in finding the most appropriate strengthening scheme for web opening in steel I-beam under cyclic loading. Different opening shapes and locations were strengthened using two different fiber-reinforced polymer plates: carbon fiber–reinforced polymer and basalt fiber–reinforced polymer. A three-dimensional nonlinear finite element model was adopted using ANSYS program. The results showed that the high strength of carbon fiber–reinforced polymer plates helped the steel beam to recover its original strength; however, noticeable reduction was observed in beam ductility an

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17

Ju, Young K., Do-Hyun Kim, and Sang-Dae Kim. "Experimental assessment of the shear strength of an asymmetric steel composite beam with web openings." Canadian Journal of Civil Engineering 32, no. 2 (2005): 314–28. http://dx.doi.org/10.1139/l04-094.

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The number of high-rise buildings has greatly increased in Korea, and storey height is a significant component of tall residential buildings due to the limited city area. To reduce storey height, the wide beam has been adopted in some projects in Seoul such as Trump World, Galleria Palace, and Richencia. The joints between the wide beam and the core wall were too narrow to place the reinforcement, however. This paper investigates a newly developed structural system called the innovative, technical, economical, and convenient hybrid system (iTECH system). The iTECH system has an asymmetric stee

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18

Nadjai, A., E. Naili, H. Sanghoon, N. Goodfellow, F. Ali, and S. Choi. "Fire Behaviour of Cellular Composite Floor Steel Beams with Different Web Opening Shapes." Fire Safety Science 10 (2011): 1537–48. http://dx.doi.org/10.3801/iafss.fss.10-1537.

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19

KIM, KYU SUK, and SANG SEUP KIM. "EXPERIMENTAL STUDY ON THE ULTIMATE STRENGTH AND BEHAVIORS OF COMPOSITE BEAMS WITH WEB OPENING." Journal of Structural and Construction Engineering (Transactions of AIJ) 401 (1989): 97–104. http://dx.doi.org/10.3130/aijsx.401.0_97.

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20

Ju, Young K., Sung-Chul Chun, and Sang-Dae Kim. "Flexural Test of a Composite Beam Using Asymmetric Steel Section with Web Openings." Journal of Structural Engineering 135, no. 4 (2009): 448–58. http://dx.doi.org/10.1061/(asce)0733-9445(2009)135:4(448).

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21

Huo, Bing Y., and Cedric A. D'Mello. "Shear Transferring Mechanisms in a Composite Shallow Cellular Floor Beam with Web Openings." Structures 9 (February 2017): 134–46. http://dx.doi.org/10.1016/j.istruc.2016.11.003.

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22

Meng, Bao, Weihui Zhong, Jiping Hao, Zheng Tan, and Limin Wang. "Anti-progressive collapse performance analysis of composite frame with openings on beam web." Journal of Constructional Steel Research 173 (October 2020): 106251. http://dx.doi.org/10.1016/j.jcsr.2020.106251.

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23

., Ma Bavan. "ULTIMATE STRENGTH OF COMPOSITE BEAM WITH WEB OPENINGS SUBJECTED TO COMBINED NEGATIVE BENDING AND AXIAL COMPRESSION." International Journal of Research in Engineering and Technology 02, no. 13 (2013): 132–36. http://dx.doi.org/10.15623/ijret.2013.0213023.

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24

A. A. Alsarraf, Mohammad, and Hamdy Shehab El Din. "Effects of Web Openings on the Effective Slab Widths in Composite Steel Beams." International Journal of Engineering and Technology 8, no. 1 (2016): 6–10. http://dx.doi.org/10.7763/ijet.2016.v6.849.

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25

A. A. Alsarraf, Mohammad, and Hamdy Shehab El Din. "Effects of Web Openings on the Effective Slab Widths in Composite Steel Beams." International Journal of Engineering and Technology 8, no. 1 (2016): 6–10. http://dx.doi.org/10.7763/ijet.2016.v8.849.

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26

Lawson, M. R. "Design of web openings in composite beams." ce/papers 1, no. 5-6 (2017): 303–10. http://dx.doi.org/10.1002/cepa.599.

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27

Darwin, David. "Design of composite beams with web openings." Progress in Structural Engineering and Materials 2, no. 2 (2000): 157–63. http://dx.doi.org/10.1002/1528-2716(200004/06)2:2<157::aid-pse23>3.0.co;2-a.

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28

Benitez, Manuel A., David Darwin, and Rex C. Donahey. "Deflections of Composite Beams with Web Openings." Journal of Structural Engineering 124, no. 10 (1998): 1139–47. http://dx.doi.org/10.1061/(asce)0733-9445(1998)124:10(1139).

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29

Ferreira, Felipe Piana Vendramell, Carlos Humberto Martins, and Silvana De Nardin. "Advances in composite beams with web openings and composite cellular beams." Journal of Constructional Steel Research 172 (September 2020): 106182. http://dx.doi.org/10.1016/j.jcsr.2020.106182.

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30

Donahey, Rex C., and David Darwin. "Web Openings in Composite Beams with Ribbed Slabs." Journal of Structural Engineering 114, no. 3 (1988): 518–34. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:3(518).

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31

Darwin, David, and Rex C. Donahey. "LRFD for Composite Beams with Unreinforced Web Openings." Journal of Structural Engineering 114, no. 3 (1988): 535–52. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:3(535).

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32

Lawson, R. Mark, Francois Hanus, and Delphine Sonck. "Large web openings in steel and composite beams." Steel Construction 10, no. 2 (2017): 168–75. http://dx.doi.org/10.1002/stco.201710020.

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33

Fahmy, E. H. "Analysis of composite beams with rectangular web openings." Journal of Constructional Steel Research 37, no. 1 (1996): 47–62. http://dx.doi.org/10.1016/0143-974x(95)00022-n.

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34

Veríssimo, G. S., and R. H. Fakury. "Design of steel and composite beams with web openings." Journal of Constructional Steel Research 46, no. 1-3 (1998): 207. http://dx.doi.org/10.1016/s0143-974x(98)00136-9.

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35

Darwin, David, and Warren K. Lucas. "LRFD for Steel and Composite Beams with Web Openings." Journal of Structural Engineering 116, no. 6 (1990): 1579–93. http://dx.doi.org/10.1061/(asce)0733-9445(1990)116:6(1579).

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36

Redwood, Richard, and Soon Ho Cho. "Design of steel and composite beams with web openings." Journal of Constructional Steel Research 25, no. 1-2 (1993): 23–41. http://dx.doi.org/10.1016/0143-974x(93)90050-3.

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37

Park, J. W., C. H. Kim, and S. C. Yang. "Ultimate Strength of Ribbed Slab Composite Beams with Web Openings." Journal of Structural Engineering 129, no. 6 (2003): 810–17. http://dx.doi.org/10.1061/(asce)0733-9445(2003)129:6(810).

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38

Li, Longqi, Wenyuan Liao, Jun Wang, and Donghua Zhou. "Behavior of continuous steel-concrete composite beams with web openings." International Journal of Steel Structures 15, no. 4 (2015): 989–97. http://dx.doi.org/10.1007/s13296-015-1218-2.

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39

Lawson, R. M., J. Lim, S. J. Hicks, and W. I. Simms. "Design of composite asymmetric cellular beams and beams with large web openings." Journal of Constructional Steel Research 62, no. 6 (2006): 614–29. http://dx.doi.org/10.1016/j.jcsr.2005.09.012.

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40

Chung, K. F., and R. M. Lawson. "Simplified design of composite beams with large web openings to Eurocode 4." Journal of Constructional Steel Research 57, no. 2 (2001): 135–64. http://dx.doi.org/10.1016/s0143-974x(00)00011-0.

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41

Ellobody, Ehab, and Ben Young. "Behaviour and Design of Composite Beams with Stiffened and Unstiffened Web Openings." Advances in Structural Engineering 18, no. 6 (2015): 893–918. http://dx.doi.org/10.1260/1369-4332.18.6.893.

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42

Chung, K. F. "Recent Advances in Design of Steel and Composite Beams with Web Openings." Advances in Structural Engineering 15, no. 9 (2012): 1521–36. http://dx.doi.org/10.1260/1369-4332.15.9.1521.

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43

Guo, Bing, Jin Tao Wang, Tian Liang, and Zhen Bao. "Study on Seismic Performance of a New Type Energy Dissipation Steel Moment Frames." Applied Mechanics and Materials 94-96 (September 2011): 764–70. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.764.

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Open circular holes with a certain size in beam web at 1/6 span is a new method to improve the seismic behavior of steel moment frames. Based on the results of elasticity theory, analytical model of frame with opening web is proposed, and analysis and verification with nonlinear finite element method (FEM) are conducted. Results show that, beam with opening web at 1/6 span can significantly reduce the axial stress of beam flange near the beam-column connections. It is helpful to achieve the design criterion of strong connection and weak member, and also to simplify the connection construction.

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44

Lawson, R. M., J. B. P. Lim, and S. O. Popo-Ola. "Pull-out forces in shear connectors in composite beams with large web openings." Journal of Constructional Steel Research 87 (August 2013): 48–59. http://dx.doi.org/10.1016/j.jcsr.2013.03.025.

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45

Chen, Tao, Xianglin Gu, and Hua Li. "Behavior of steel-concrete composite cantilever beams with web openings under negative moment." International Journal of Steel Structures 11, no. 1 (2011): 39–49. http://dx.doi.org/10.1007/s13296-011-1004-8.

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46

Bartuš, Jakub, and Jaroslav Odrobiňák. "Study on distribution of longitudinal shear forces in composite beams with web openings." Transportation Research Procedia 55 (2021): 1221–28. http://dx.doi.org/10.1016/j.trpro.2021.07.103.

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47

Liu, Yuan, Minehiro Nishiyama, Masanori Tani, Masahiro Kurata, and Kaho Iwata. "Steel beam with web opening reinforced by induction heating." Journal of Constructional Steel Research 176 (January 2021): 106399. http://dx.doi.org/10.1016/j.jcsr.2020.106399.

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48

Shanmugam, N. E., S. F. Darehshouri, and S. A. Osman. "Experimental study on composite plate girders with web opening." Proceedings of the Institution of Civil Engineers - Structures and Buildings 167, no. 12 (2014): 704–17. http://dx.doi.org/10.1680/stbu.13.00043.

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49

Abdel-Kareem, Ahmed H. "Shear strengthening of reinforced concrete beams with rectangular web openings by FRP Composites." Advances in concrete construction 2, no. 4 (2014): 281–300. http://dx.doi.org/10.12989/acc.2014.2.4.281.

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50

Chung, K. F., C. H. Ko, and A. J. Wang. "Design of steel and composite beams with web openings - Verification using finite element method." Steel and Composite Structures 5, no. 2_3 (2005): 203–33. http://dx.doi.org/10.12989/scs.2005.5.2_3.203.

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