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Journal articles on the topic 'Structures strengthening'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Ślósarz, Szymon. "Strengthening of the wooden structures." Budownictwo i Architektura 18, no. 3 (2020): 017–28. http://dx.doi.org/10.35784/bud-arch.561.

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The paper is a review of the literature on the strengthening of wooden structures. The strengthening methods are classified according to their purpose and specifics. The article deals with both traditional methods commonly used and modern methods involving the use of composite materials. The paper also includes description of studies on various strengthening methods as well as the presentation of their results. The author also refers to the causes of the loss of load bearing capacity, causes of wood degradation and wooden structures durability in relation to operating conditions.

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2

Gustafson, Brenda J., Patricia M. Rowell, and Dawn P. Rose. "Children's Ideas about Strengthening Structures." Research in Science & Technological Education 19, no. 1 (2001): 111–23. http://dx.doi.org/10.1080/02635140120046268.

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3

Pakvor, Aleksandar. "Repair and Strengthening of Structures." Structural Engineering International 5, no. 2 (1995): 70. http://dx.doi.org/10.2749/101686695780601367.

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4

Clarke, J. L. "Strengthening concrete structures with fibre composites." Proceedings of the Institution of Civil Engineers - Structures and Buildings 156, no. 1 (2003): 49–50. http://dx.doi.org/10.1680/stbu.2003.156.1.49.

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5

Moy, S. S. J., and H. W. J. Clarke. "Strengthening wrought-iron structures using CFRP." Proceedings of the Institution of Civil Engineers - Structures and Buildings 162, no. 4 (2009): 251–61. http://dx.doi.org/10.1680/stbu.2009.162.4.251.

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6

Darby, A., T. Ibell, J. Clarke, S. Denton, N. Farmer, and S. Luke. "Strengthening concrete structures using fibre composites." Bridge Engineering 157, no. 3 (2004): 123–29. http://dx.doi.org/10.1680/bren.157.3.123.49445.

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7

Darby, A., T. Ibell, J. Clarke, S. Denton, N. Farmer, and S. Luke. "Strengthening concrete structures using fibre composites." Proceedings of the Institution of Civil Engineers - Bridge Engineering 157, no. 3 (2004): 123–29. http://dx.doi.org/10.1680/bren.2004.157.3.123.

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8

Štěpánek, Petr, Ivana Laníková, Petr Simunek, and Pavel Sulak. "The Strengthening of Reinforced Concrete Structures." Key Engineering Materials 738 (June 2017): 238–48. http://dx.doi.org/10.4028/www.scientific.net/kem.738.238.

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The contribution deals with a method of strengthening reinforced concrete structures. It focuses on the use of non-bonded steel tendons for beams and plates. The strengthening of columns with the help of steel bandages is discussed too. The behaviour of the strengthened items is described, as well as the practical design issues involved. The article also provides information on practical experience gained during the application of the strengthening method.Other possible applications for the strengthening method are discussed, such as the use of materials based on FRP (fibre reinforced polymer)

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9

Béguin, Gilbert H. "Various Schemes for Strengthening Concrete Structures." Practice Periodical on Structural Design and Construction 23, no. 3 (2018): 06018004. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000377.

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10

Pasternak, Hartmut, Gabriel Kubieniec, and Marek Piekarczyk. "ADHESIVES IN STRENGTHENING OF STEEL STRUCTURES." Engineering Structures and Technologies 2, no. 2 (2010): 45–50. http://dx.doi.org/10.3846/skt.2010.06.

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This study includes a detailed analysis of using adhesives in reinforcement of steel structures. Two types of structures were experimentally investigated: box girder and knee joints. The numerical calculations were done on the basis of the experimental investigations performed at CUT Cracow (box girder) and BTU Cottbus (knee joints) with the use of numerical programme Abaqus based on the Finite Element Method. The numerical results were compared with the experimental ones.

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11

Triantafillou, T. C. "Strengthening of structures with advanced FRPs." Progress in Structural Engineering and Materials 1, no. 2 (1998): 126–34. http://dx.doi.org/10.1002/pse.2260010204.

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12

Schwegler, Gregor, and Thierry Berset. "Methods for strengthening reinforced concrete structures." IABSE Symposium Report 86, no. 8 (2002): 1–8. http://dx.doi.org/10.2749/222137802796336775.

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13

Gribanov, A. S., A. A. Strekalkin, A. A. Kudryatseva, and N. Zdralovic. "CFRP composites for strengthening wooden structures." IOP Conference Series: Materials Science and Engineering 896 (August 13, 2020): 012114. http://dx.doi.org/10.1088/1757-899x/896/1/012114.

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14

Fonseca de Oliveira Correia, José, Abilio M. P. de Jesus, Humberto Varum, Rui Calçada, and Xavier Romão. "CINPAR2016–strengthening and repair of structures." International Journal of Structural Integrity 9, no. 3 (2018): 278–80. http://dx.doi.org/10.1108/ijsi-05-2018-0027.

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15

Hutchinson, P. R. "Strengthening structures with externally bonded reinforcement." Construction and Building Materials 6, no. 1 (1992): 43–46. http://dx.doi.org/10.1016/0950-0618(92)90028-w.

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16

Mayatskaya, I. A., A. E. Fedchenko, and D. B. Demchenko. "Strengthening Building Structures with Polymer Composite Materials." Solid State Phenomena 265 (September 2017): 91–96. http://dx.doi.org/10.4028/www.scientific.net/ssp.265.91.

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One of the work cycles of reinforced concrete structures is the state of repair and reconstruction, including the steps of strengthening elements. The traditional types of strengthening of reinforced concrete which are steel and concrete collars and shirts - now are receding into the background. New methods of strengthening with modern materials such as lamellae are increasingly being used. The article deals with the issues related to strengthening the structures made of high-strength concrete using composite polymeric materials.

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17

Kobayashi, Kazuo. "Repair and Strengthening of Prestressed Concrete Structures." Concrete Journal 37, no. 2 (1999): 3–9. http://dx.doi.org/10.3151/coj1975.37.2_3.

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18

Linghoff, Dag, Reza Haghani, and Mohammad Al-Emrani. "Carbon-fibre composites for strengthening steel structures." Thin-Walled Structures 47, no. 10 (2009): 1048–58. http://dx.doi.org/10.1016/j.tws.2008.10.019.

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19

Ueda, Tamon. "Material Conditions Necessary for Strengthening Concrete Structures." Procedia Engineering 95 (2014): 321–34. http://dx.doi.org/10.1016/j.proeng.2014.12.191.

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20

Mailyan, Dmitry, and Darya Bogomazyuk. "Innovative methods of strengthening reinforced concrete structures." MATEC Web of Conferences 196 (2018): 04068. http://dx.doi.org/10.1051/matecconf/201819604068.

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The article considers some of the most innovative methods of reinforced concrete compressed elements: strengthening of elements with the help of pre-compressed longitudinal reinforcing elements, strengthening by means of concrete padding device, of low strength concrete, to strengthen the elements by biaxial transverse compression of concrete and method is to strengthen the elements with a pre-stretched diagonal reinforcement. The test results on deformation and rigidity of compressed reinforced concrete pillars are given. For each variant of rack reinforcement, depending on their flexibility

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21

Papalou, Angeliki. "Strengthening of masonry structures using steel frames." International Journal of Engineering & Technology 2, no. 1 (2012): 50. http://dx.doi.org/10.14419/ijet.v2i1.581.

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Many old masonry structures have not been maintained properly and have been left exposed to future seismic loading with only their exterior masonry walls. These structures can be strengthened using different techniques with the reversible ones being more appropriate for historic structures. The seismic behavior of masonry buildings left only with their perimeter walls and retrofitted using steel frames (a reversible technique) is investigated. The role of the connection of the steel frames with the masonry walls is analyzed. Linear elastic analysis is performed using the finite element method.

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22

Elhassan, Rami M., and Gary C. Hart. "Analysis and seismic strengthening of concrete structures." Structural Design of Tall Buildings 4, no. 1 (1995): 71–90. http://dx.doi.org/10.1002/tal.4320040108.

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23

Ajdukiewicz, Andrzej, and Janusz Brol. "Modern Strengthening Methods of Old Timber Structures." IABSE Symposium Report 85, no. 3 (2001): 27–32. http://dx.doi.org/10.2749/222137801796349033.

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24

Schober, K. U., and K. Rautenstrauch. "Post-strengthening of timber structures with CFRP's." Materials and Structures 40, no. 1 (2006): 27–35. http://dx.doi.org/10.1617/s11527-006-9128-6.

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25

Randl, Norbert. "Innovative approaches for strengthening existing concrete structures." MATEC Web of Conferences 323 (2020): 01020. http://dx.doi.org/10.1051/matecconf/202032301020.

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The demand of effective and low-invasive methods for strengthening existing concrete structures is continuously increasing due to the ageing infrastructure. High performance materials can beneficially be applied to provide sustainable and robust strengthening solutions. The present article presents some exemplarily selected methods and innovative approaches for subsequent strengthening of existing RC structures. Main results of experimental investigations are summarized and future research topics identified.

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26

Razum, Oliver, Heide Weishaar, and Doris Schaeffer. "Health literacy: strengthening agency or changing structures?" International Journal of Public Health 61, no. 3 (2016): 277–78. http://dx.doi.org/10.1007/s00038-016-0788-x.

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27

Ramesh, Gomasa. "A Study on Strengthening of Concrete Structures." Indian Journal of Structure Engineering 1, no. 2 (2021): 29–32. http://dx.doi.org/10.35940/ijse.b1311.111221.

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Concrete is the most commonly used building material due to its high strength, moldability, weather-resistant, and fire resistance, among other benefits. In recent years, there has been a growth in the usage of Micro Silica fume. Through the Ore sand Bridge building, records show that Micro Silica was used in the concrete. These fabrics are not only environmentally sustainable, but they also have technological advantages on both new and hardened mortar products. Both goods are agricultural by-products, but their usage decreases the amount of primary raw materials removed from the earth. Latent

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28

Maraveas, Chrysanthos, and Konstantinos Daniel Tsavdaridis. "Strengthening Techniques for Greenhouses." AgriEngineering 2, no. 1 (2020): 37–54. http://dx.doi.org/10.3390/agriengineering2010003.

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Steel greenhouse structures are generally constructed by individual sole contractors using quick empirical structural calculations (pre-engineered solutions). It is also common to import standard greenhouses from other countries, mainly from The Netherlands, Italy, and France, and sometimes from Great Britain and Israel. Evidently, these countries differ concerning the local wind and snow conditions. Therefore, there is a need for a better design of structures accepted as satisfactory, while installation can be done in a different location. Many greenhouse structures incorporating poor designs

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29

Lie, Han Ay, Junaedi Utomo, Hsuan-Teh Hu, and Lena Tri Lestari. "Seismic Retrofitting of Irregular Pre-80s Low-rise Conventional RC Building Structures." Civil Engineering Dimension 23, no. 1 (2021): 9–19. http://dx.doi.org/10.9744/ced.23.1.9-19.

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A resilience and seismic safety evaluation method of under-qualified concrete structures designed based on codes prior to the introduction of earthquake provisions is presented. A numerical method for evaluating and improving a structure’s performance and resilience through jacketing and Carbon Fiber Reinforced Polymers (CFRP) retrofitting was developed. The model analyzed the structure’s existing condition, inadequate elements were identified, and segments that required strengthening were determined. Retrofitting and external reinforcing techniques were applied, and their effectiveness evalua

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30

Lu, Jin Ping, Kang Hai Tan, and David Zheng. "Strengthening of Column Stump Using Glass Fiber Composite Strengthening System." Advanced Materials Research 1129 (November 2015): 353–60. http://dx.doi.org/10.4028/www.scientific.net/amr.1129.353.

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The durability of concrete structures has long been a concern of many countries, especially in the island country of Singapore, where many structures are constructed along coastal areas. Currently, the durability of concrete under marine conditions can be enhanced by the addition of admixtures, and using high grade concrete. The FRP system has been proven to be one of the effective method to strengthen the concrete structure. The FRP system, which composed of the epoxy and glass fiber was evaluated according to various standard testing methods to get the basic technical information of the FRP

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31

Recuero, A., J. P. Gutiérrez, A. Miravete, and J. Cuartero. "Refuerzo de estructuras con composites avanzados." Informes de la Construcción 49, no. 452 (1997): 39–50. http://dx.doi.org/10.3989/ic.1997.v49.i452.926.

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32

Kim, Heung-Kyu, Young-Soo Yang, and Kang-Yul Bae. "Analysis of Strengthening Structures of Steel Manhole Cover." Journal of the Korean Welding and Joining Society 32, no. 2 (2014): 54–62. http://dx.doi.org/10.5781/jwj.2014.32.2.54.

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33

Bonnett, Joanna, and David Cooper. "Strengthening Existing Highway Structures in the Eurocode Environment." IABSE Symposium Report 102, no. 5 (2014): 3092–99. http://dx.doi.org/10.2749/222137814814069840.

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34

Tilly, G. P., P. A. Jackson, S. J. Maddox, and R. Henderson. "Fatigue strengthening of welds in light rail structures." Proceedings of the Institution of Civil Engineers - Bridge Engineering 163, no. 3 (2010): 147–52. http://dx.doi.org/10.1680/bren.2010.163.3.147.

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35

Adam, Jose. "Global research continues into strengthening structures against earthquakes." Proceedings of the Institution of Civil Engineers - Civil Engineering 168, no. 4 (2015): 148. http://dx.doi.org/10.1680/cien.2015.168.4.148.

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36

Ghafoori, Elyas, and Masoud Motavalli. "Innovative CFRP-Prestressing System for Strengthening Metallic Structures." Journal of Composites for Construction 19, no. 6 (2015): 04015006. http://dx.doi.org/10.1061/(asce)cc.1943-5614.0000559.

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37

Shrestha, Kshitij C., Takayoshi Aoki, Mitsuhiro Miyamoto, et al. "Strengthening of rammed earth structures with simple interventions." Journal of Building Engineering 29 (May 2020): 101179. http://dx.doi.org/10.1016/j.jobe.2020.101179.

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38

., Divya Chandroth. "STRENGTHENING OF RCC STRUCTURES USING FRP COMPOSITE TECHNOLOGY." International Journal of Research in Engineering and Technology 04, no. 25 (2015): 578–85. http://dx.doi.org/10.15623/ijret.2015.0425078.

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39

El-Hacha, R., RG Wight, and MF Green. "Prestressed fibre-reinforced polymer laminates for strengthening structures." Progress in Structural Engineering and Materials 3, no. 2 (2001): 111–21. http://dx.doi.org/10.1002/pse.76.

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40

Pakvor, Aleksandar. "Repair and Strengthening of Concrete Structures: General Aspects." Structural Engineering International 5, no. 2 (1995): 70–73. http://dx.doi.org/10.2749/101686695780601394.

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41

Bergmeister, Konrad, and Wilhelm Luggin. "Innovative Strengthening of Timber Structures Using Carbon Fibres." IABSE Symposium Report 85, no. 6 (2001): 31–36. http://dx.doi.org/10.2749/222137801796348764.

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42

Nikouka, Farzard, Marcus Lee, and Stuart Moy. "Strengthening of metallic structures using carbon fibre composites." IABSE Symposium Report 86, no. 8 (2002): 121–27. http://dx.doi.org/10.2749/222137802796336874.

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43

Li, Jiaqian, Yuchao Li, Huanxi Zheng, et al. "Strengthening unidirectional liquid pumping using multi-biomimetic structures." Extreme Mechanics Letters 43 (February 2021): 101144. http://dx.doi.org/10.1016/j.eml.2020.101144.

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44

Parisi, Maria Adelaide, and Maurizio Piazza. "Seismic strengthening and seismic improvement of timber structures." Construction and Building Materials 97 (October 2015): 55–66. http://dx.doi.org/10.1016/j.conbuildmat.2015.05.093.

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45

Steiger, René, Erik Serrano, Mislav Stepinac, et al. "Strengthening of timber structures with glued-in rods." Construction and Building Materials 97 (October 2015): 90–105. http://dx.doi.org/10.1016/j.conbuildmat.2015.03.097.

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46

Triantafillou, Thanasis C., and Michael N. Fardis. "Strengthening of historic masonry structures with composite materials." Materials and Structures 30, no. 8 (1997): 486–96. http://dx.doi.org/10.1007/bf02524777.

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47

Price, A., and R. J. Moulds. "Repair and strengthening of structures using plate bonding." Construction and Building Materials 5, no. 4 (1991): 189–92. http://dx.doi.org/10.1016/0950-0618(91)90048-p.

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48

Meier, U. "Strengthening of structures using carbon fibre/epoxy composites." Construction and Building Materials 9, no. 6 (1995): 341–51. http://dx.doi.org/10.1016/0950-0618(95)00071-2.

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49

Vítek, Jan L., Lukáš Boháček, Robert Coufal, and David Čítek. "Strengthening of Concrete Structures Using UHPC - Experimental Verification." Solid State Phenomena 322 (August 9, 2021): 185–92. http://dx.doi.org/10.4028/www.scientific.net/ssp.322.185.

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UHPC is a material which exhibits excellent mechanical properties and durability. Beside new structures it is also convenient for strengthening of existing structures. The paper investigates the possibilities of strengthening experimentally. A part of the experimental program is presented which is focused on bond of UHPC and existing concrete and on behaviour in bending. Acceptable bond may be achieved when the existing concrete is clean and reasonably rough. Structural elements are exposed to positive and negative bending moments. If UHPC overlay is applied, it works in compression and in ten

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50

Zyuzina, Oksana V. "Experimental studies of reinforced concrete structures of hydraulic structures strengthened with prestressed transverse reinforcement." Structural Mechanics of Engineering Constructions and Buildings 16, no. 6 (2020): 504–12. http://dx.doi.org/10.22363/1815-5235-2020-16-6-504-512.

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Relevance. When repairing hydraulic structures, it is often necessary to face the task of strengthening them. Among the methods of strengthening retaining structures, the most interesting are those that allow to immediately include reinforcement elements in joint work with the structure and carry out work without removing the backfill soil from the rear edge. When choosing repair materials, attention should be paid to corrosion-resistant composite materials, the use of which in hydraulic engineering is not yet standardized, but the scope of their application is expanding every year. The main a

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