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Journal articles on the topic 'Permanent formwork'

Author: Grafiati

Published: 4 June 2021

Last updated: 5 May 2022

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1

Song, Xiao Ruan, Pei Ge Liu, Xiao Yun Zhang, Yu Ting Qu, and Ji Min Xu. "Experimental Study on Concrete Slab Combined with Permanent Cement Formwork with Joints." Advanced Materials Research 243-249 (May 2011): 1283–87. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1283.

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In this research, a kind of composite cement plates are utilized as permanent formworks, and poured concrete together to form composite slabs. Through static test of composite slabs with different bonding modes of interface between formwork and concrete, bearing capacity, deformability and cooperation states of concrete and composite formwork are studied. Through static test of composite slabs with splicing joints formworks at different positions, bond quality near the splicing joints are observed visually, stress nature and deformability variations resulted from different splicing joint positions of formwork are analyzed. And meanwhile, stress and deformability of the ordinary concrete slab without formwork is researched under the same conditions. Through above experiments, acting as a part of the slab, how composite formwork influence bearing capacity and deformability of the combined slab is investigated.

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2

Song, Xiao Ruan, Xiao Yun Zhang, Wei Dai, Yu Ting Qu, and Zi Liang Xu. "Study on Stress and Deformation Performances of the Spliced Cement Formwork Reinforced by FRP." Applied Mechanics and Materials 71-78 (July 2011): 764–68. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.764.

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For permanent cement-base formwork, due to stay-in-place with concrete during all the service life and minor size of the end surface, the splicing methods of traditional formworks are not adapted to be used. In allusion to natures of the cement-base formwork, this paper presents ten types of splicing methods. For each method, a group of specimens are prepared and whose capacity and deformation performance are investigated. And meanwhile, stress and deformability of the full specimens without joint are researched under the same conditions. Through above splicing experiments, some reliable splicing method is obtained. The experimental results provided by this paper present a gist for investigation and application of the permanent cement-base formwork.

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3

Ahmad, Nursafarina, Zakiah Ahmad, Azerai Ali Rahman, Hanizah Abdul Hamid, and Mohd Azrizal Aziz Fauzi. "Increasing the Capacity of Concrete Column with Integrated Permanent Formwork Using Wood-Wool Cement Board." Applied Mechanics and Materials 325-326 (June 2013): 1305–9. http://dx.doi.org/10.4028/www.scientific.net/amm.325-326.1305.

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Growing construction activities requires increase in construction materials. The conventional method of constructions results in a rise in construction waste. Formwork as a main factor to generate construction waste has been the topic of investigation. The permanent formwork has been introduced with the aim to: promote the construction technology process that put quality, safety and environment issues into account, reduce the cost of workers and reduce the overall time of construction project. At present the permanent formwork available in the market are made from steel, and plastic and the cost is still high. Therefore this study is looking at the potential of commercial wood-wool cement board (WWCB) as permanent formwork. A series of concrete columns were constructed with and without integrated WWCB with different configurations of WWCB as permanent formwork. These columns were subjected to axial load and the compressive strength and failure modes were recorded. The results show that the present of permanent formwork from WWCB improves the compressive strength of the column. With the permanent formwork, the size of concrete column can be reduced and able to support the same load as column without permanent formwork. Therefore this construction method can reduce the overall cost of construction.

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4

Song, Xiao Ruan, Yu Ting Qu, Xiao Yun Zhang, Wei Niu, and Yu Feng Jiang. "Design and Analysis of the Support System for Cement-Base Formwork." Advanced Materials Research 374-377 (October 2011): 1249–53. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.1249.

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The cement-base composite formwork reinforced by FRP is developed to act as permanent construction formwork. Considering such properties as the minor stiffness out of the plain and the smaller bending resistance of the formwork, the matched cross support device is designed which can be recycled. In this paper, components of the support device and the corresponding functions are introduced, the technological process is described. By means of finite element program, the appropriate support distances of formwork during concrete placement are calculated, the stress and deformation performances are also analyzed. In the end, economic benefit and environment efficiency of the permanent formwork system are discussed. The above research results indicate the feasibility and economy of the support system, which present a gist for investigation and application of the permanent FRP cement composite formwork.

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5

Nakane, S., M. Koyanagi, and K. Iriya. "The Present Situation of Precast Concrete Permanent Formwork." Concrete Journal 33, no. 4 (1995): 25–34. http://dx.doi.org/10.3151/coj1975.33.4_25.

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6

Jin, Qingxu, Christopher K. Y. Leung, and Changli Yu. "Effective joining method for pseudo-ductile permanent formwork." Materials and Structures 46, no. 3 (July 11, 2012): 345–60. http://dx.doi.org/10.1617/s11527-012-9905-3.

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7

Protopopova, Darya A., and Ekaterina M. Kojevnikova. "Technological Features of Designing Buildings Using a Permanent Formwork." Materials Science Forum 931 (September 2018): 311–14. http://dx.doi.org/10.4028/www.scientific.net/msf.931.311.

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In article the data on reinforced concrete emergence and technologies of projects construction with its application are provided. A detailed description of the erecting buildings technology based on a system of retained forms with the identification of positive and negative characteristics and modern materials is proposed for the creation of a permanent formwork.

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8

Hall, J. E., and J. T. Mottram. "Combined FRP Reinforcement and Permanent Formwork for Concrete Members." Journal of Composites for Construction 2, no. 2 (May 1998): 78–86. http://dx.doi.org/10.1061/(asce)1090-0268(1998)2:2(78).

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9

Kim, G. B., K. Pilakoutas, and P. Waldron. "Development of thin FRP reinforced GFRC permanent formwork systems." Construction and Building Materials 22, no. 11 (November 2008): 2250–59. http://dx.doi.org/10.1016/j.conbuildmat.2007.07.029.

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10

Ghulyan, Armine B., Garegin L. Tepanyan, and Boris J. Sargsyan. "Problems of Formation of Complex Monolithic Reinforced Concrete Structures." Key Engineering Materials 828 (December 2019): 153–57. http://dx.doi.org/10.4028/www.scientific.net/kem.828.153.

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The features of the structures of complex monolithic reinforced concrete structures are given, the necessity of their organizational and technological design to ensure quality, reduce the duration and safety of construction and installation works is substantiated. A fragment of the formwork for complex curvilinear beams is presented, where the permanent and temporary loads, the permitted steps of the main and secondary beams and remote scaffolds for the PERI and CRAMOS modular formwork systems, which are more common in RA, are calculated in detail.

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11

Kim, G. B., K. Pilakoutas, and P. Waldron. "Development of GFRP-reinforced GFRC for thin permanent formwork applications." Magazine of Concrete Research 62, no. 4 (April 2010): 283–90. http://dx.doi.org/10.1680/macr.2010.62.4.283.

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12

Leung, Christopher K. Y., and Qian Cao. "Development of pseudo-ductile permanent formwork for durable concrete structures." Materials and Structures 43, no. 7 (October 27, 2009): 993–1007. http://dx.doi.org/10.1617/s11527-009-9561-4.

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13

Zhu, Binrong, Behzad Nematollahi, Jinlong Pan, Yang Zhang, Zhenxin Zhou, and Yamei Zhang. "3D concrete printing of permanent formwork for concrete column construction." Cement and Concrete Composites 121 (August 2021): 104039. http://dx.doi.org/10.1016/j.cemconcomp.2021.104039.

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14

Kharun, Makhmud, and Alexander P. Svintsov. "Reliability of technological systems of building construction in permanent EPS formwork." International Journal of ADVANCED AND APPLIED SCIENCES 4, no. 11 (November 2017): 94–98. http://dx.doi.org/10.21833/ijaas.2017.011.014.

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15

NAITO, Takafumi, Yasunori MATSUOKA, Takefumi SHINDO, Mitsuzou OZAWA, and Ken TSURUTA. "Development of highly durable permanent formwork by polymer impregnated concrete system." Doboku Gakkai Ronbunshu, no. 435 (1991): 21–23. http://dx.doi.org/10.2208/jscej.1991.435_21.

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16

NAITO, Takafumi, Yasunori MATSUOKA, Takefumi SHINDO, Mitsuzou OZAWA, and Ken TSURUTA. "Development of highly durable permanent formwork by polymer impregnated concrete system." Doboku Gakkai Ronbunshu, no. 474 (1993): 41–45. http://dx.doi.org/10.2208/jscej.1993.474_41.

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17

Li, Qing-Hua, Bo-Tao Huang, and Shi-Lang Xu. "Development of assembled permanent formwork using ultra high toughness cementitious composites." Advances in Structural Engineering 19, no. 7 (March 8, 2016): 1142–52. http://dx.doi.org/10.1177/1369433216634495.

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18

Li, M., M. Khelifa, A. Khennane, and M. El Ganaoui. "Structural response of cement-bonded wood composite panels as permanent formwork." Composite Structures 209 (February 2019): 13–22. http://dx.doi.org/10.1016/j.compstruct.2018.10.079.

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19

Li, M., A. Khennane, B. Brandelet, M. El Ganaoui, M. Khelifa, and Y. Rogaume. "Modelling of heat transfer through permanent formwork panels exposed to high temperatures." Construction and Building Materials 185 (October 2018): 166–74. http://dx.doi.org/10.1016/j.conbuildmat.2018.07.052.

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20

Marčiukaitis, Gediminas, and Reda Bistrickaite. "STRUCTURAL‐TECHNOLOGICAL FACTORS OF EFFICIENCY OF FLOORS WITH PERMANENT REINFORCED CONCRETE FORMWORK." Technological and Economic Development of Economy 11, no. 2 (June 30, 2005): 87–94. http://dx.doi.org/10.3846/13928619.2005.9637686.

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Problems associated with the development of reinforced concrete floors, the main element of a building, are considered in this article. Structural and technological factors effecting the advantages of floors with permanent formwork being the modern type of such structures are investigated. Rational diagrams, ways of manufacture and erection of these structures are presented. Essential peculiarities for design and analyses of such structures based on the investigations performed by the author and other investigators are indicated. This shall be taken into account for obtaining not only economical, but a reliable and rigid structure as well. Economical comparison of various types of floors is presented.

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21

Li, Shichang, and Shiping Yin. "Research on the mechanical properties of assembled TRC permanent formwork composite columns." Engineering Structures 247 (November 2021): 113105. http://dx.doi.org/10.1016/j.engstruct.2021.113105.

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22

Park. "An Experimental Study for Bond Stress between DFRCC and Carbon FRP Plank Used as a Permanent Formwork." Journal of the Korean Society of Civil Engineers 34, no. 6 (2014): 1687. http://dx.doi.org/10.12652/ksce.2014.34.6.1687.

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23

Serbin, S. A., P. O. Dedyukhin, and N. I. Fomin. "The analysis of technological parameters of precast-monolithic system with permanent formwork walls." IOP Conference Series: Materials Science and Engineering 481 (March 11, 2019): 012051. http://dx.doi.org/10.1088/1757-899x/481/1/012051.

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24

Spirande, K. V., Yu V. Bondarenko, M. V. Iakymenko, R. M. Shemet, and V. V. Bielka. "Design features of low-rise buildings walls erected from permanent formwork ComBlock units." IOP Conference Series: Materials Science and Engineering 907 (August 26, 2020): 012025. http://dx.doi.org/10.1088/1757-899x/907/1/012025.

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25

Li, M., V. Nicolas, M. Khelifa, M. El Ganaoui, V. Fierro, and A. Celzard. "Modelling the hygrothermal behaviour of cement-bonded wood composite panels as permanent formwork." Industrial Crops and Products 142 (December 2019): 111784. http://dx.doi.org/10.1016/j.indcrop.2019.111784.

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26

Wang, Li, Yu Yang, Liang Yao, and Guowei Ma. "Interfacial bonding properties of 3D printed permanent formwork with the post-casted concrete." Cement and Concrete Composites 128 (April 2022): 104457. http://dx.doi.org/10.1016/j.cemconcomp.2022.104457.

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27

Rydval, Milan, Petr Huňka, and Jiří Kolísko. "Dependence of Load Bearing Capacity on Homogeneity of Steel Fiber Distribution." Applied Mechanics and Materials 732 (February 2015): 353–56. http://dx.doi.org/10.4028/www.scientific.net/amm.732.353.

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Load-bearing capacity of fine grained cement-based composite materials UHPFRC depends on the homogeneity of the steel fiber distribution at cross section. The homogeneity of the steel fiber distribution has significant effect to the mechanical properties of UHPFRC elements, especially at tensile strength in bending. The load-bearing capacity depending on the homogeneity of steel fibers at the permanent formwork slabs made from UHPFRC is shown in this paper.

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28

Carvalho de Oliveira, Dênio Ramam, Maurício de Pina Ferreira, and José Guilherme Silva Melo. "Application of partial cross-section precast system to save the Amazon forest." Canadian Journal of Civil Engineering 37, no. 6 (June 2010): 878–86. http://dx.doi.org/10.1139/l10-027.

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The Brazilian civil construction industry is one of the largest consumers of wood in the country. The majority of wood is used as formwork to build concrete structures and is discarded at the end of the construction process. This study presents an innovative structural system that uses a type of partial cross-section precast system with thin reinforced concrete flat plates, which are transported and assembled at the construction site and act as permanent formwork with structural function. The major advantages of this system include the reduction of transport costs; easier assembly of the structural elements because of its low weight; and the possibility of idealizing and designing rigid connections between structural elements, improvement of the structural behavior and postive impact on the material economy. This paper presents construction details, tests results, and some real cases where partial cross-section beams and columns were successfully applied in Brazil.

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29

Akimov, Seyran, Olga Balakchina, Elvira Akimova, Vladimir Malahov, and Vasilij Shalenny. "Improving the manufacturability of floor slabs by pre-installing elements that partially replace reinforced concrete and formwork." E3S Web of Conferences 258 (2021): 09019. http://dx.doi.org/10.1051/e3sconf/202125809019.

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The article discusses well-known and perspective constructive and technological systems for the installation of monolithic and precast-monolithic floor slabs of civil and industrial buildings. It shows examples and expediency of using all kinds of inserts made of plastic and other light materials and products for replacing a part of heavy monolithic reinforced concrete. An original resource-saving method for the installation of precast-monolithic floor slabs with a simultaneous increase in the degree of their construction readiness is proposed. This effect is achieved by reducing their own weight and the use of permanent formwork. Reduction in own weight of the precast-monolithic floor slab is ensured by the use of volumetric lightweight trapezoidal or rectangular inserts, preferably made of expanded polystyrene, during its installation. The use of permanent formwork will eliminate the need for the subsequent performance of labor-intensive finishing and insulation works. To confirm the effectiveness of using the proposed method of precast-monolithic floor slab installation, the operation of two floor slabs was modeled in the LIRA SAPR computing complex - the proposed reinforced concrete innovative slab and a solid reinforced concrete slab. Having analyzed the calculated forces, deformations and the corresponding consumption of reinforcement and concrete, comparative indicators were obtained for the proposed innovative slab and for a typical solid floor slab. As a result, significant savings in material and cost have been proven.

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30

INOUE, Masumi, Shinichiro MAEZONO, Nobuaki TAKAGI, and Takayuki KOJIMA. "DEVELOPMENT OF HIGHLY DURABLE PERMANENT FORMWORK MADE OF THREE-DIMENSIONAL HOLLOW STRUCTURE GLASS FABRIC." Doboku Gakkai Ronbunshu, no. 760 (2004): 13–27. http://dx.doi.org/10.2208/jscej.2004.760_13.

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31

Zakiah, Ahmad, Ahmad Nursafarina, Azerai Ali Rahman, Hanizah Abdul Hamid, and Mohammad Soffi Md Noh. "Fire Resistance Performance of Reinforced Concrete Column with Embedded Permanent Formwork Using Woodwool Panel." Applied Mechanics and Materials 661 (October 2014): 111–17. http://dx.doi.org/10.4028/www.scientific.net/amm.661.111.

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This paper reports the investigation on the fire resistance performance of reinforced concrete column with embedded permanent formwork from woodwool board (WWCB). A series of slender column embedded with and without WWCB with cross-sections 200 mm x 200 mm for column without WWCB and 300 mm x 300 mm with embedded 50 mm thick WWCB. The height of the slender column was 2000 mm. The fire resistance test was performed in accordance with BS 476-22:1987 for two (2) hours fire exposure. The fire resistance test for the embedded column with WWCB was classified as “good” in resisting fire and heat transfer.

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32

Koval, Petro, and S. Stoyanovich. "USING COMPOSITE PLATES AS A PERMANENT FORMWORK FOR CONCRETING PLATE ROADWAY OF THE BRIDGES." Building constructions. Theory and Practice 1, no. 1 (March 31, 2017): 55–62. http://dx.doi.org/10.32347/2522-4182.1.2017.55-62.

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33

Zhang, Jun, Yu Dong Han, and Yiming Luosun. "Combination Effects of Internal Curing and Permanent Formwork on Shrinkage of High Strength Concrete." Journal of Advanced Concrete Technology 12, no. 11 (November 8, 2014): 456–67. http://dx.doi.org/10.3151/jact.12.456.

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34

Kolísko, J., J. Čech, P. Tej, and P. Kněž. "UHPC panels utilized as permanent formwork of in-situ cast reinforced concrete deck bridges." IOP Conference Series: Materials Science and Engineering 246 (September 2017): 012043. http://dx.doi.org/10.1088/1757-899x/246/1/012043.

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35

Wang, Jiahe, Jun Zhang, Xiaoping Ding, and Jiajia Zhang. "Effect of cementitious permanent formwork on moisture field of internal-cured concrete under drying." Mechanics of Time-Dependent Materials 22, no. 1 (July 24, 2017): 95–127. http://dx.doi.org/10.1007/s11043-017-9354-z.

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36

Li, Hedong, Christopher K. Y. Leung, Shilang Xu, and Qian Cao. "Potential use of strain hardening ECC in permanent formwork with small scale flexural beams." Journal of Wuhan University of Technology-Mater. Sci. Ed. 24, no. 3 (June 2009): 482–87. http://dx.doi.org/10.1007/s11595-009-3482-5.

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37

Pan, Zuanfeng, Yazhi Zhu, Zhi Qiao, and Shaoping Meng. "Seismic behavior of composite columns with steel reinforced ECC permanent formwork and infilled concrete." Engineering Structures 212 (June 2020): 110541. http://dx.doi.org/10.1016/j.engstruct.2020.110541.

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38

Li, Shichang, Shiping Yin, Congcong Wang, and Yuhou Yang. "Research on the bonding performance of TRC permanent formwork and cast-in-place concrete." Engineering Structures 235 (May 2021): 112021. http://dx.doi.org/10.1016/j.engstruct.2021.112021.

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39

Zhao, Fei, Peng Feng, Chao He Chen, and Wen Juan Lou. "Experimental Investigation on Shear Behavior Of GFRP-Concrete Hybrid Beams." Advanced Materials Research 163-167 (December 2010): 3433–39. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3433.

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The present study describes an experimental investigation on shear behavior of GFRP-concrete hybrid beams, consisting of reinforced concrete beams combined with U-shaped glass fiber reinforced polymer pultruded profile constructed as combined tensile reinforcement, permanent formwork and corrosion resistance. A total of six beams were tested, three served as control beams and the remaining were implemented with U-shaped GFRP composites. Test results show that hybrid beam provides significant increase in shear capacity when compared to control RC beam.

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40

Bank, Lawrence C., Michael G. Oliva, Han-Ug Bae, Jeffrey W. Barker, and Seung-Woon Yoo. "Pultruded FRP Plank as Formwork and Reinforcement for Concrete Members." Advances in Structural Engineering 10, no. 5 (October 2007): 525–35. http://dx.doi.org/10.1260/136943307782417681.

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A feasibility study in which the use of a commercially produced pultruded fiber reinforced polymer (FRP) plank for both permanent formwork and secondary or primary tensile reinforcement of a concrete structural member is described in this paper. To achieve satisfactory bond at the interface between the smooth surface of the FRP plank and the concrete, two kinds of aggregate, gravel and sand, were epoxy bonded to the planks. Concrete beams using the aggregate-coated FRP planks were fabricated and tested. Satisfactory bond between the FRP plank and the concrete was developed which was evidenced by numerous well-distributed flexural cracks, and ultimate capacities of the aggregate coated FRP plank specimens greater than the steel rebar reinforced control specimen. ACI 440 equations were found to provide good predictions of the flexural strengths but poor predictions of the shear strengths of the FRP plank reinforced beams. ACI 318 equations, however, provided good shear strength predictions.

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41

Advincula, Jericson H., Dustin Glenn C. Cuevas, Allan Dave A. Dela Cruz, and John Paul D. Carreon. "Structural Characterization of Foamed Composite Structural Insulated Panel with Coir for Load Bearing Wall Application." Materials Science Forum 934 (October 2018): 222–26. http://dx.doi.org/10.4028/www.scientific.net/msf.934.222.

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Permanent formwork building system is a method that uses the formwork as a contributor to the load bearing capacity of the structure. This study characterized the proposed foamed composite structural insulated panel (CSIP) with coir for load bearing wall application in low rise construction. The percentage of coir in foamed concrete that could significantly increase the compressive and flexural strength of the panel considering the effect of coir to the workability of the foamed concrete were determined. The results showed that the samples with 0.5% coir had the maximum increase in its compressive and flexural capacity and further addition of coir decreases its capacities. The results also showed that it could carry the required design loads. Moreover, using Euler’s buckling equation for the effect of slenderness, the panel could be used as exterior wall for a height of 2m, 3m, and 4m and as interior wall for a height of 2m and 3m. It can be concluded that the proposed panel could be used as a load bearing wall in low rise construction.

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42

Yin, Shiping, Xi Cong, Changyu Wang, and Congcong Wang. "Research on flexural performance of composited RC beams with different forms of TRC permanent formwork." Structures 29 (February 2021): 1424–34. http://dx.doi.org/10.1016/j.istruc.2020.12.034.

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43

Zeng, Jun-Jie, Shu-Peng Chen, Kai-Di Peng, and Jian-Guo Dai. "Novel FRP micro-bar reinforced UHPC permanent formwork for circular columns: Concept and compressive behavior." Composite Structures 285 (April 2022): 115268. http://dx.doi.org/10.1016/j.compstruct.2022.115268.

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44

Qiao, Zhi, Zuanfeng Pan, Weichen Xue, and Shaoping Meng. "Experimental study on flexural behavior of ECC/RC composite beams with U-shaped ECC permanent formwork." Frontiers of Structural and Civil Engineering 13, no. 5 (July 18, 2019): 1271–87. http://dx.doi.org/10.1007/s11709-019-0556-0.

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45

Bank, Lawrence C., Ajaya P. Malla, Michael G. Oliva, Jeffrey S. Russell, Arnon Bentur, and Aviad Shapira. "A model specification for fiber reinforced non-participating permanent formwork panels for concrete bridge deck construction." Construction and Building Materials 23, no. 7 (July 2009): 2664–77. http://dx.doi.org/10.1016/j.conbuildmat.2009.01.004.

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46

Zhang, Rui, Peng Hu, Xiaohang Zheng, Lianheng Cai, Rui Guo, and Dingbang Wei. "Shear behavior of RC slender beams without stirrups by using precast U-shaped ECC permanent formwork." Construction and Building Materials 260 (November 2020): 120430. http://dx.doi.org/10.1016/j.conbuildmat.2020.120430.

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47

Nakhaev, M. R. "Manufacturing of fiber-reinforced concrete bridge arches." Herald of Dagestan State Technical University. Technical Sciences 48, no. 3 (November 9, 2021): 99–105. http://dx.doi.org/10.21822/2073-6185-2021-48-3-99-105.

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Objective. A new method of manufacturing arches for a fiber-reinforced concrete bridge in the form of an analogue of permanent formwork is considered. Within the framework of this work, research results have been obtained that confirm the effectiveness of the system for the construction of bridge arches of various configurations.Method. The proposed developments will improve the strength characteristics of the bridge arch for small and medium bridges by optimizing the shape and size of the cross section in accordance with the change in the bending moment along the length of the arch. At the same time, reduce its metal consumption by several times.Result. The results obtained confirmed the effectiveness of electrostatic spraying of dry concrete mixture with simultaneous moisture up to moisture, which contributes to the work of capillary forces for compaction of concrete layers and the manufacture of a profiled strong shell (analogue of non-removable reinforced formwork) from reinforced fiber-reinforced concrete.Conclusion. By varying the shape and dimensions of the cross- section, the thickness of the shell and the degree of its reinforcement, as well as filling this shell with high-strength fiber-reinforced concrete, it is possible to design and manufacture bridge arches for various loads.

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48

Skoratko, Aneta, and Jacek Katzer. "Harnessing 3D Printing of Plastics in Construction—Opportunities and Limitations." Materials 14, no. 16 (August 13, 2021): 4547. http://dx.doi.org/10.3390/ma14164547.

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Additive manufacturing has been of increasing interest to the construction industry for the last ten years. The subject of the research is the printing of concrete, metals, and plastics. In their analysis and research, authors have focused on printing plastics. 3D printing of reinforcement of concrete elements made of plastics can significantly improve the efficiency of their erection, reduce the amount of waste, and optimize their shape. In this paper, recent developments in the 3D printing of plastics for construction are reviewed. Various applications were discussed, including unconventional spatial reinforcement (impossible to achieve in a traditional way), printed permanent formwork, etc. The challenges for further research and practical applications of such solutions were also discussed.

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Kook, Moo-Sung, and Seung-Woon Yoo. "Finite Element Analysis for Bending Behavior of Composite Beam with Perfobond FRP Used as a Permanent Formwork." Journal of the Korea Academia-Industrial cooperation Society 12, no. 7 (July 31, 2011): 3280–86. http://dx.doi.org/10.5762/kais.2011.12.7.3280.

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Butnik, S. V., V. A. Viatkin, M. N. Dzhalalov, I. V. Hovorukha, and V. V. Bielka. "Peculiarities of erecting walls for houses and buildings by technology of monolithic construction using permanent formwork unit." IOP Conference Series: Materials Science and Engineering 907 (August 26, 2020): 012026. http://dx.doi.org/10.1088/1757-899x/907/1/012026.

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