Relevant bibliographies by topics / Cement–bonded particle board

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

Academic literature on the topic 'Cement–bonded particle board'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Cement–bonded particle board"

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Wang, Chuan Gui, Shuan Gyan Zhang, and Heng Wu. "Performance of Cement Bonded Particleboards Made from Grapevine." Advanced Materials Research 631-632 (January 2013): 765–70. http://dx.doi.org/10.4028/www.scientific.net/amr.631-632.765.

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Cement bonded particleboards were manufactured form grapevine stalk particles. The physical and mechanical properties of the boards were assessed. Results revealed that the mixture of grapevine-cement for either treatment of particles, was graded as “low inhibition” when CaCl2 was incorporated, as determined by the hydration tests. Three factors namely grapevine-cement ratio, water-cement ratio and particle size were applied in this study for the board manufacturing. Increase in grapevine-cement ratio caused decrease in Modulus of rupture (MOR), Modulus of elasticity (MOE), Internal bond (IB), thermal conductivity and increase in Thickness swelling (TS). Increase in water-cement ratio caused decrease in MOR, MOE, IB, TS and thermal conductivity. The particle size resulted in little change in all, but TS. The MOR, MOE, IB of the boards were significantly affected by grapevine-cement and water-cement ratios except for TS. Only the effect of particle size on thermal conductivity is significant at 0.05 level significance.
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Melichar, Tomáš, Jiří Bydžovský, and Šárka Keprdová. "Study of Alternative Raw Materials Parameters for Modification of Cement-Bonded Particleboards Composition." Advanced Materials Research 688 (May 2013): 139–45. http://dx.doi.org/10.4028/www.scientific.net/amr.688.139.

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The cement-bonded particle boards can be used among other also with reconstructions of various types of buildings as a part of final surface treatment. The paper deals with partial results of the research focused on optimisation of cement-bonded particle board composition with alternative raw materials. Specifically it is analyzing of basic parameters of the waste originating during processing (modification of surface format and quality) of the boards. Upon results and findings a design of new formulas of cement-bonded particle boards is mentioned further, i.e. the composition modified with above stated waste. The outputs presented in the article form an important initial information source in the solved questions. In view of subsequent phases of the research it is a relatively essential and also it can be said a key phase.
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TAŞ, HASAN HÜSEYİN, BİLGE ARSLAN, and HÜLYA KALAYCIOĞLU. "EFFECTS OF POLYMER ADDITIVES ON SOME MECHANICAL AND PHYSICAL PROPERTIES OF CEMENT BONDED PARTICLEBOARDS." WOOD RESEARCH 66(3) 2021 66, no. 3 (July 20, 2021): 331–40. http://dx.doi.org/10.37763/wr.1336-4561/66.3.331340.

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The effects of some polymer additives, also called super plasticizers, on selected physical and mechanical properties of cement bonded particle board were investigated. Two different kinds of poly carboxylic ether (PF300, DX40) and a melamine based polymer (300M) were added to the wood cement mixture. The ratios of polymer additives to the wood cement mixture were 1%, 1.2% and 1.4%. Cement bonded particleboards were manufactured with wood/cement (w/w) ratio of 1:3; target density of 1300 kg.m-3, and CaCl2 content of 5%. The cement bonded particleboards were tested for water absorption (2 and 24 hour), thickness swelling (2 and 24 hour), bending stiffness and strength and internal bond strength. Results of the study showed that most of the polymer addition decreased water absorption and thickness swelling of the boards. Replacement of cement with polymers increased internal bond strength and bending stiffness of the boards while bending strength was slightly reduced. Use of small amount of super plasticizers significantly improves most of the board properties.
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Amiandamhen, S. O., and D. N. Izekor. "Effect of wood particle geometry and pre-treatments on the strength and sorption properties of cement-bonded particle boards." Journal of Applied and Natural Science 5, no. 2 (December 1, 2013): 318–22. http://dx.doi.org/10.31018/jans.v5i2.324.

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The effect of particle geometry and pretreatments on the strength and sorption properties of wood particle cement composite boards was investigated. Wood particles (flakes and sawdust) of Gmelina arborea were mixed with cement and water in the production of composite boards. The wood particles were pretreated with hot water, calcium chloride and a combination of both treatments to enhance bonding with cement. The slurry was poured into rectangular moulds for board formation. After demoulding, the boards formed were tested for modulus of rupture (MOR), modulus of elasticity (MOE), water absorption (WA) and thickness swelling (TS). The results revealed that the mean MOR for flakes boards was 3.23N mm-2 while the mean MOR for sawdust boards was 3.01N mm-2. Hot water and calcium chloride treatment produced the best effect in flake composite boards with MOR and MOE values of 6.90 N/mm2 and 1897.36 N mm-2 while sawdust composite boards had mean MOR and MOE values of 5.69N mm-2 and 1664.31N mm-2 respectively. The WA rate after 24 hours of flakes and sawdust boards treated with hot water and calcium chloride was 3.63% and 4.28% while the TS rate was 0.69% and 1.44% respectively. Particle geometry and pretreatments significantly improved strength and sorption properties of wood particle cement composite boards (p<0.05).
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Sarkar, M., M. Asaduzzaman, AK Das, MO Hannan, and MI Shams. "Mechanical properties and dimensional stability of cement bonded particleboard from rice husk and sawdust." Bangladesh Journal of Scientific and Industrial Research 47, no. 3 (December 21, 2012): 273–78. http://dx.doi.org/10.3329/bjsir.v47i3.13060.

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This study was conducted to evaluate the properties of cement bonded particleboard made from rice husk and sawdust. Sawdust and rice husk fine boards were made using two ratios of cement and particles of 70:30 and 80:20, but rice husk coarse was made with a ratio of cement and particle of 80:20. The density of sawdust and rice husk fine boards in a ratio of cement and particles of 70:30 was 960 and 880 kg/m3 respectively. If the cement ratio was increased to the ratio of 80:20, the density increased to 1140 and 1200 kg/m3 respectively. The density of rice husk coarse boards was 980 kg/m3. The MOR of boards made from saw dust and rice husk fine in a ratio of 70:30 was 5.36 and 2.48 N/mm2 respectively. It was 5.30 and 4.63 N/mm2 in a ratio of 80:20. The MOE of saw dust and rice husk fine boards in a ratio of 70:30 was 3302.96 and 1684.52 N/mm2, and in a ratio of 80:20 it was 3569.28 and 3139.27 N/mm2 respectively. The MOR and MOE for rice husk coarse boards were 6.08 and 3041.71 N/mm2 respectively. Rice husk fine and rice husk coarse board showed excellent properties in a ratio of cement and particles of 80:20. Therefore, rice husk can be an alternative source of raw material for manufacturing of cement bonded particleboard. DOI: http://dx.doi.org/10.3329/bjsir.v47i3.13060 Bangladesh J. Sci. Ind. Res. 47(3), 273-278, 2012
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Aguda, Lawrence, Babatunde Ajayi, Bisola Bakare, Yetunde Aguda, Kayode Olaoye, Abisayo Akala, and Olaoluwa Adegoke. "Strength and dimensional stability of cement bonded board reinforced with tomato stem particles and coconut husk dust." BioResources 16, no. 1 (November 25, 2020): 572–82. http://dx.doi.org/10.15376/biores.16.1.572-582.

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The use of coconut husk sawdust and tomato stem particles at varying blending proportion was examined for the production of particle board. Boards of dimensions 350 mm by 350 mm by 6 mm were produced (coconut husk dust, tomato stem particles) at different blending proportion and addition of additive (CaCl2 at different concentrations). The physical properties (water absorption and thickness swelling) and mechanical properties (modulus of rupture (MOR) and modulus of elasticity (MOE)) were investigated. Thickness swelling and water absorption were investigated at 24 and 48 hours. The results showed that boards exhibited mean values of 0.50% to 4.16% and 2.12% to 7.00% respectively of thickness swelling at 24 hours and 48 hours respectively and 13.6% to 25.2% and 17.6% to 29.1% of water absorption at 24 h and 48 h, respectively. The boards also exhibited means of 1.00 N/mm2 to 5.25 N/mm2 and 339 N/mm2 to 3430 N/mm2 for MOR and MOE respectively. An increase in the tomato particle content caused increase in water absorption and thickness swelling, resulting in the highest water absorption and thickness swelling values. Tomato stem and coconut husk dust can be used to produce cement bonded boards after pre-treatment with hot water and preferably both sieved.
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Bubeník, Jan, and Jiří Zach. "Hygrothermal Behaviour of Inorganic Binder-Based Board Materials." Solid State Phenomena 321 (July 26, 2021): 157–64. http://dx.doi.org/10.4028/www.scientific.net/ssp.321.157.

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Currently, the use of board materials as a material intended for the dry construction of building structure cladding in the building industry has become widespread. The most common types of board materials include wood-based boards (particle, fibre, laminated / plywood, oriented strand boards [OSB]), cement-bonded particleboards and gypsum plasterboards or gypsum fibre boards. In the case of board materials based on inorganic binders, these are most often represented by boards in which the fillers used are bonded by plaster or cement. Wood can then be used as filler, which is predominantly an assortment of inferior-quality trees or comes from a short rotation coppice, treated by various technological processes. Microstructure and material composition have the greatest influence on the physical and mechanical properties of the boards. The use of the boards in the internal or external environment is determined by their individual properties. Another indicator for the possible use of boards is the form of moisture with which the board comes into contact after installation into the structure. For the external environment, the boards have to withstand mainly liquid moisture; in contrast, in an internal environment, the boards come into contact mainly with air humidity. The diffusion properties of the individual products are also crucial for the overall design and use of the boards for structure cladding.
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Papadopoulos, Antonios N. "Mechanical Properties and Decay Resistance ofcmd="newline"Hornbeam Cement Bonded Particleboards." Research Letters in Materials Science 2008 (2008): 1–4. http://dx.doi.org/10.1155/2008/379749.

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Cement bonded particleboards were manufactured from hornbeam (Carpinus betulusL.) wood particles. Hydration tests were carried out to determine the inhibitory index in order to characterise wood-cement compatibility. The results revealed that the mixture of hornbeam-cement can be classified as moderate inhibition. Two wood: cement ratios were applied in this study, namely, 1 : 3 and 1 : 4, for the board manufacture. It was found that an increase of cement-wood ratio resulted in an improvement in all properties examined, except MOR. All properties of the boards made from 1 : 4 wood: cement ratio surpassed the minimum requirements set forth by the building type HZ code. Boards were exposed to brown and white rot fungi,Coniophora puteana, andTrametes versicolor, respectively. Overall, both fungi failed to attack the cement-bonded boards.
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Faria, Gonçalo, Carlos Chastre, Válter Lúcio, and Ângela Nunes. "Compression behaviour of short columns made from cement-bonded particle board." Construction and Building Materials 40 (March 2013): 60–69. http://dx.doi.org/10.1016/j.conbuildmat.2012.09.074.

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Melichar, Tomáš, Jiří Bydžovský, and Miroslav Vacula. "Substitution of Cement-Bonded Particleboards Filling and Binding Agent by Selected Types of Alternative Raw Materials." Advanced Materials Research 1100 (April 2015): 116–19. http://dx.doi.org/10.4028/www.scientific.net/amr.1100.116.

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The article presents results and findings of the research focused on the modification of composition of cement-bonded particle boards with alternative raw materials. The attention was paid either to binder substitution, either to substitution of filling agent. The modification of matrix composition was realized using the blast furnace slag to 30% of cement weight. Fibrous waste from the glass fiber production was applied as a substitution of wooden chips in the mixture. The influence of both mentioned components was examined separately. The emphasis was laid on strength and elastic parameters and also on durability in view of board resistance to frost.
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Dissertations / Theses on the topic "Cement–bonded particle board"

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HERMAWAN, DEDE. "MANUFACTURE OF CEMENT-BONDED PARTICLE BOARD USING CARBON DIOXIDE CURING TECHNOLOGY." Kyoto University, 2001. http://hdl.handle.net/2433/150761.

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Kyoto University (京都大学)
0048
新制・課程博士
博士(農学)
甲第8989号
農博第1171号
新制||農||819(附属図書館)
学位論文||H13||N3508(農学部図書室)
UT51-2001-F319
京都大学大学院農学研究科森林科学専攻
(主査)教授 川井 秀一, 教授 則元 京, 教授 今村 祐嗣
学位規則第4条第1項該当
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Alvito, João Afonso da Silva Alfaro Marreiros. "Comportamento estrutural de ligações em painéis de cement bonded particle boards." Master's thesis, Faculdade de Ciências e Tecnologia, 2013. http://hdl.handle.net/10362/10401.

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Yilmaz, Mustafa. "A Study On The Utilization Of Waste Cement-bonded Wood Particle Board As A Raw Material And A Secondary Fuel In Cement Manufacturing." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614695/index.pdf.

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A considerable amount of waste is obtained as a result of edge-cutting operations during cement-bonded wood particle board (CBWPB) manufacturing. This waste material which basically contains wood chips and hydrated cement has to be disposed of and does not have any economical value. However, it can be burned in cement rotary kilns and may result in energy savings to a certain extent due to the presence of wood particles as a secondary fuel and since the hydrated cement may be decomposed and then reform clinker compounds during the calcination process. In this experimental study, the possibility of using waste CBWPB in cement manufacturing and its effects on energy consumption and cement characteristics will be investigated. The reference mix, corrective limestone, CBWPB waste and coal, were used as raw materials to prepare six different raw meals whose chemical compositions was similar to reference mix. All six raw mixes (including the reference) were calcined under the same conditions to produce clinkers. The compositions and micro structure of the clinkers obtained were comparatively analyzed by wet analysis, XRF and XRD techniques. Cements were obtained by intergrinding the clinkers with 5% (by mass) gypsum rock and standard tests were carried out on each of the cements. In addition to these, since CBWPB waste contains wood about 30% by weight, its contribution to fuel consumption during clinker production was also analyzed. The test results revealed that CBWPB waste can be used as a cement raw material since CBWPB waste has the similar chemical composition with the reference raw mix. CBWPB, which contains about 30% (by mass) wood, contributes to the heating process during calcination and results in lower amount of primary fuel requirement.
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Dobrovolná, Martina. "Využití vedlejších produktů z výroby cementotřískových desek pro podkladní vrstvy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392347.

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This thesis deals with the use of by–products from the production of cement–bonded particle boards as an alternative raw material for the stabilization of the subsoil or into a ground solid. The theoretical part briefly describes the current status of waste management. A set of alterantive raw materials used to hydraulically cemented mixtures is listed here as well as the recherche of the foreign research is elaborated from this area. The experimental part of the thesis firstly deals with the choice of raw materials and basic recipes. In the advanced stage the laboratory analyses are carried out on the modified formulas. Based on the results of these analyses the posibility of using by–products from the production of cement–bonded boards for the stabilization of the subsoil is evaluated here.
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Konečný, Dalibor. "Vývoj cementotřískových desek s matricí modifikovaného složení." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226706.

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In manufacture of cement-bonded particle boards are in present-days used exclusively wooden particles as filler. This thesis deals with a research of possible substitution of this material, especially of waste emerging by production of CBPB itself. At first is completed a survey of possible substitute fillers and czech and foreign literature, dealing with issues of modification of composition of cement-bonded particle boards. In practical part are tested some treatments of waste and its adding to recipe. Further are analysed the influences of substitution of cement by slag and substitution of wooden particles by recycled fibreglass. By laboratory work with CBPB is monitored the influence of amounts of added wather to fresh mixture and also to properties of finished elements.
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HUANG, SU-RU, and 黃速汝. "The effect of wood species on the properties of cement bonded wood particle boards." Thesis, 1992. http://ndltd.ncl.edu.tw/handle/15010740621016260953.

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De-Tsai, Lin, and 林德財. "Manufacturing of Wood Particle Oyster-shell Powder Bonded Cement Composites." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/45542270937095512807.

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碩士
國立屏東科技大學
木材工業系
93
We investigated the manufacturing conditions and forming properties of mixing wood particle, oyster-shell powder, with cement to produce wood particle oyster-shell powder bonded cement composites (WOCCs) by using conventional process and accelerating process. The variables were used hydration temperature, chemical additive, material, and amount of filler on composite. Aquiculture wastes, cement, and wood particles were mixed in five ratios: 0/80/20, 4/76/20, 8/72/20, 12/68/20 and 16/64/20based on oven dry weight. The water/cement ratio was 0.45 and 0.35.Calcium chloride and sodium silicate were added at a level of 3 %( based on cement weight). Boards were conditioned for 1 week. According to CNS 2215 and CNS 8463 methods to investigate physical, mechanical, and sound insulation of composites. Result of tests indicated: Hydration temperature of composites manufactured by accelerated CO2 process without adding chemical additive can reach 91.9℃, hence, it without using chemical additives. Compatibility of materials is related to hydration temperature. Water absorption of these composites manufactured by conventional process was slightly higher than that of accelerated CO2 manufactured process.10% replacement of cement with oyster-shell to manufacture composites showed its strength performance was slightly lower than that of without added oyster-shell. Accelerated CO2 manufactured process improved hydration temperature of cement and accelerated hardening of cement final stage, even without calcium chloride and sodium silicate, and is more economical than conventional process. Moisture loss decreased oyster-shell amount with increased, and boards properties at 60℃ was better than 100℃by conventional process. 5% replacement of cement with oyster-shell to manufacture composites showed decrease noise at 250 - 1K (Hz) than other composites.
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Books on the topic "Cement–bonded particle board"

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D.G. Bell & Associates. Market study for cement/gypsum bonded particleboard. Edmonton: Canadian Forestry Service, 1988.

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Service, Canadian Forestry. Market study for cement/gypsum bonded particleboard: Final report. [Edmonton, Alta.]: Joint publication of the Canadian Forestry Service and the Alberta Forest Service, 1988.

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Standardization, International Organization for. Cement-bonded particleboards--boards of Portland or equivalent cement reinforced with fibrous wood particles =: Panneaux de particules à liant ciment--panneaux en ciment Portland ou équivalent renforcé par des particules fibreuses de bois. [Geneva, Switzerland]: The Organization, 1987.

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International Conference on Fiber and Particleboards Bonded with Inorganic Binders (1988 University of Idaho). Fiber and particleboards bonded with inorganic binders: [conference proceeding]s. Edited by Moslemi A. A, Forest Products Society, Society of Wood Science and Technology., and International Cement-Bonded Particleboard Federation. [Madison, Wis.]: Forest Products Research Society, 1989.

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Geimer, Robert L. Steam-injection pressing of isocyanate-bonded aspen flakeboards: Latitudes and limitations. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1985.

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Geimer, Robert L. Steam-injection pressing of isocyanate-bonded aspen flakeboards: Latitudes and limitations. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1985.

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Geimer, Robert L. Steam-injection pressing of isocyanate-bonded aspen flakeboards: Latitudes and limitations. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1985.

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Geimer, Robert L. Steam-injection pressing of isocyanate-bonded aspen flakeboards: Latitudes and limitations. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1985.

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Geimer, Robert L. Steam-injection pressing of isocyanate-bonded aspen flakeboards: Latitudes and limitations. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1985.

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Geimer, Robert L. Steam-injection pressing of isocyanate-bonded aspen flakeboards: Latitudes and limitations. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1985.

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Book chapters on the topic "Cement–bonded particle board"

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"Carbohydrate content in oil palm trunk and its influence on some characteristics of cement-bonded particle board." In Fibre Reinforced Cement and Concrete, 1150–61. CRC Press, 1992. http://dx.doi.org/10.1201/9781482271225-105.

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"Carbohydrate content in oil palm trunk and its influence on some characteristics of cement-bonded particle board." In Fibre Reinforced Cement and Concrete, 1150–61. CRC Press, 1992. http://dx.doi.org/10.1201/9781482271225-105.

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Barbu, Marius C., Roman Reh, and Mark Irle. "Wood-Based Composites." In Research Developments in Wood Engineering and Technology, 1–45. IGI Global, 2014. http://dx.doi.org/10.4018/978-1-4666-4554-7.ch001.

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Wood composites are made from various wood or ligno-cellulosic non-wood materials (shape and origin) that are bonded together using either natural bonding or synthetic resin (e.g. thermoplastic or duroplastic polymers), or organic- (e.g. plastics)/inorganic-binder (e.g. cement). This product mix ranges from panel products (e.g., plywood, particleboard, strandboard, or fiberboard) to engineered timber substitutes (e.g., laminated veneer lumber or structural composite lumber). These composites are used for a number of structural and nonstructural applications in product lines ranging from interior to exterior applications (e.g. furniture and architectural trim in buildings). Wood composite materials can be engineered to meet a range of specific properties. When wood materials and processing variables are properly selected, the result can provide high performance and reliable service. Laminated composites consist of wood veneers bonded with a resin-binder and fabricated with either parallel- (e.g. Laminated Veneer Lumber with higher performance properties parallel to grain) or cross-banded veneers (e.g. plywood, homogenous and with higher dimensional stability). Particle-, strand-, or fiberboard composites are normally classified by density (high, medium, low) and element size. Each is made with a dry woody element, except for fiberboard, which can be made by either dry or wet processes. Hybrid composites based on wood wool, particles, and floor mixed with cement or gypsum are used in construction proving high weathering and fire resistance in construction. The mixture with plastics (PP or PE) and wood floor open a new generation of injected or molded Wood Plastic Composites (WPC), which are able to substitute plastics for some utilizations. In addition, sandwich panels with light core made from plastic foams or honeycomb papers are used in the furniture industry.
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Barbu, Marius C., Roman Reh, and Mark Irle. "Wood-Based Composites." In Materials Science and Engineering, 1038–74. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-1798-6.ch041.

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Wood composites are made from various wood or ligno-cellulosic non-wood materials (shape and origin) that are bonded together using either natural bonding or synthetic resin (e.g. thermoplastic or duroplastic polymers), or organic- (e.g. plastics)/inorganic-binder (e.g. cement). This product mix ranges from panel products (e.g., plywood, particleboard, strandboard, or fiberboard) to engineered timber substitutes (e.g., laminated veneer lumber or structural composite lumber). These composites are used for a number of structural and nonstructural applications in product lines ranging from interior to exterior applications (e.g. furniture and architectural trim in buildings). Wood composite materials can be engineered to meet a range of specific properties. When wood materials and processing variables are properly selected, the result can provide high performance and reliable service. Laminated composites consist of wood veneers bonded with a resin-binder and fabricated with either parallel- (e.g. Laminated Veneer Lumber with higher performance properties parallel to grain) or cross-banded veneers (e.g. plywood, homogenous and with higher dimensional stability). Particle-, strand-, or fiberboard composites are normally classified by density (high, medium, low) and element size. Each is made with a dry woody element, except for fiberboard, which can be made by either dry or wet processes. Hybrid composites based on wood wool, particles, and floor mixed with cement or gypsum are used in construction proving high weathering and fire resistance in construction. The mixture with plastics (PP or PE) and wood floor open a new generation of injected or molded Wood Plastic Composites (WPC), which are able to substitute plastics for some utilizations. In addition, sandwich panels with light core made from plastic foams or honeycomb papers are used in the furniture industry.
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Conference papers on the topic "Cement–bonded particle board"

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Popovič, M., M. Drdlová, M. Chadima, and M. Šebík. "Dynamic behavior of cement-bonded wood-chip board." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2017). Author(s), 2018. http://dx.doi.org/10.1063/1.5044116.

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Kozłowski, Aleksander, Tomasz W. Siwowski, and Tomasz Kozłowski. "Low-cost affordable single family housing in Poland. Light steel frame as an alternative construction solution." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0228.

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<p>Conventional single family houses in Poland are being built in the improved traditional construction technology with massive load-bearing structure created by masonry walls made of ceramic , silicate or aerated concrete blocks, concrete foundations, concrete rib-and-slab floor and pitched timber or concrete flat roof. Expanded polystyrene and mineral wool are being used as thermal insulation. Such solution is very time- consuming and costly due to more and more expensive manpower. The change in economy from communism to free market caused the beginning of modern thinking about construction technology for family house to be light, eco-friendly, innovative and low-cost. The definition of the term “affordable” in relation to single family housing, as well as the socio-economical background for the low-cost housing in Poland is presented. The paper presents proposal of low-cost family house construction built in light steel frame technology. The supporting structure is composed of steel frame made of cold-formed galvanized C shape profiles. Externally the steel frame is covered with cement bonded particle boards, covered with polystyrene insulation and finishing coat according to ETICS system. From the inside the steel frame is covered with plasterboards. The main thermal insulation of the building is created by mineral wool filling the interior spaces of walls, ceiling and roof panels. Comparison of the total construction costs of a 136 sq m building made in light steel frame technology with buildings of identical dimensions made in other, popular and available traditional technologies showed that a steel technology is approx. 10-20 percent cheaper. The paper presents also the comparison of the low-cost model steel structure houses worked out in Czech Republic, Portugal, Romania and Brazil, including technical parameters, structure type and cost of erection.</p>
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3

Zheng Xia, Xu Jian-ying, and Xin-gong Li. "Effect of alkaline treatment of straw fiber on mechanical properties of cement-bonded straw fiber board." In 2010 International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2010. http://dx.doi.org/10.1109/mace.2010.5536208.

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4

"Effect of Production Variables on the Properties of Cement Bonded Flake Board from Polyalthia longifolia (Sonn.)Thw. Wood." In Non-Conventional Materials and Technologies. Materials Research Forum LLC, 2018. http://dx.doi.org/10.21741/9781945291838-31.

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5

Khandaker, M. P. H., Igor Ilik, and Timothy Teske. "Material Mismatch Effect on the Fracture of a Bone-Nanocomposite Interface." In ASME 2009 International Mechanical Engineering Congress and Exposition. ASMEDC, 2009. http://dx.doi.org/10.1115/imece2009-13044.

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Abstract:
In every case where dissimilar materials are bonded together and undergo a subsequent change of dimension due to change of temperature, particle size and types, stresses develop at the interface due to mismatch of material properties. The magnitude of the stresses can be very large and may have a significant influence on the life of each material in the bonded construct. The potential application of nanocomposite cement in biomedical industry requires evaluating the material mismatch effects on the fracture toughness of bone-nanocomposite interfaces. Three point bend tests were conduct in this study on bovine femoral cortical bone and composite cements (Cobalt HV bone cement with 36 μm and 27 nm MgO additives) bonded specimen to measure the material mismatch effect on the interface fracture toughness. Experimental results found that particles size has significant influence on the interface fracture toughness of the bone-composite cements.
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