Gotowe bibliografie tematyczne / Composite construction

Gotowa bibliografia na temat „Composite construction”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 29 lipca 2024

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Artykuły w czasopismach na temat "Composite construction"

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Fodarella, Cristina, Heidi Kuivaniemi-Smith, Julie Gawrylowicz i Charlie D. Frowd. "Forensic procedures for facial-composite construction". Journal of Forensic Practice 17, nr 4 (9.11.2015): 259–70. http://dx.doi.org/10.1108/jfp-10-2014-0033.

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Purpose – The paper provides a detailed description of standard procedures for constructing facial composites. These procedures are relevant to forensic practice and are contained in the technical papers of this special issue; the purpose of this paper is also to provide an expanding reference of procedures for future research on facial composites and facial-composite systems. Design/methodology/approach – A detailed account is given of the interaction between practitioner and witness for producing a facial composite. This account involves an overview of the Cognitive Interview (CI) and the Holistic CI (H-CI) techniques used to obtain a description of the face of an offender (target); the authors then describe how this information is used to produce a composite from five popular face-production systems: Sketch, PRO-fit, Electronic Facial Identification Technique (E-FIT), EvoFIT and EFIT-V. An online annex is also made available to provide procedural information for additional composite systems. Practical implications – The work is valuable to forensic practitioners and researchers as a reference for interviewing techniques (involving a CI or an H-CI) and using facial-composite systems. Originality/value – The authors provide an accessible, current guide for how to administer interviewing techniques and how to construct composites from a range of face-production systems.
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Chiliński, Bogumił, i Damian Markuszewski. "The Choice of Diagnostic Symptom on the Basis of Mathematical Model Analysis". Advanced Materials Research 1036 (październik 2014): 598–603. http://dx.doi.org/10.4028/www.scientific.net/amr.1036.598.

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Composite mast with rigging system is an example of a complex composite-steel system. The implementation of modern constructional materials such as composite materials in order to construct the composite masts has some consequences. Composites have different properties than materials such as wood (in the past), steel or aluminium which are usually used in construction of the masts.
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Ness, Hayley, Peter J. B. Hancock, Leslie Bowie, Vicki Bruce i Graham Pike. "Are two views better than one? Investigating three-quarter view facial composites". Journal of Forensic Practice 17, nr 4 (9.11.2015): 291–306. http://dx.doi.org/10.1108/jfp-10-2014-0040.

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Purpose – The introduction of a three-quarter-view database in the PRO-fit facial-composite system has enabled an investigation into the effects of image view in face construction. The purpose of this paper is to examine the impact of constructing full-face and three-quarter-view composites under different encoding conditions. It also examines the potential value of three-quarter-view composites that can be generated automatically from a front-view composite. The authors also investigate whether there is an identification benefit for presenting full-face and three-quarter composites together. Design/methodology/approach – Three experiments examine the impact of encoding conditions on composite construction and presentation of composites at the evaluation stage. Findings – The work revealed that while standard full-face composites perform well when all views of the face have been encoded, care should be taken when a person has only seen one view. When a witness has seen a side view of a suspect, a three-quarter-view composite should be constructed. Also, it would be beneficial for a witness to construct two composites of a suspect, one in full-face view and one in a three-quarter-view, particularly when the witness has only encoded one view. No benefit emerged for use of three-quarter-view composites generated automatically. Research limitations/implications – This is the first study to examine viewpoint in facial composite construction. While a great deal of research has examined viewpoint dependency in face recognition tasks, composite construction is a reconstruction task involving both recall and recognition. The results indicate that there is a viewpoint effect that is similar to that described in the recognition literature. However, more research is needed in this area. Practical implications – The practical implications of this research are that it is extremely important for facial composite operators in the field (police operators) to know who will make a good likeness of the target. Research such as this which examines real-life issues is incredibly important. This research shows that if a witness has seen all views of a perpetrator’s face then standard composite construction using a full-face view will work well. However, if they have only seen a single view then it will not. Social implications – There are obvious wider societal implications for any research which deals with eyewitness memory and the potential identification of perpetrators. Originality/value – No research to date has formally examined the impact of viewpoint in facial-composite construction.
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Skelton, Faye C., Charlie D. Frowd i Kathryn E. Speers. "The benefit of context for facial-composite construction". Journal of Forensic Practice 17, nr 4 (9.11.2015): 281–90. http://dx.doi.org/10.1108/jfp-08-2014-0022.

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Purpose – The purpose of this paper is to investigate whether the presence of a whole-face context during facial composite production facilitates construction of facial composite images. Design/methodology/approach – In Experiment 1, constructors viewed a celebrity face and then developed a facial composite using PRO-fit software in one of two conditions: either the full-face was visible while facial features were selected, or only the feature currently being selected. The composites were named by different participants. The authors then replicated the study using a more forensically valid procedure: in Experiment 2 non-football fans viewed an image of a premiership footballer and 24 hours later constructed a composite of the face with a trained software operator. The resulting composites were named by football fans. Findings – In both studies, the presence of the facial context promoted more identifiable facial composites. Research limitations/implications – Current composite software was deployed in a conventional and unconventional way to demonstrate the importance of facial context. Practical implications – Results confirm that composite software should have the whole-face context visible to witnesses throughout construction. Although some software systems do this, there remain others that present features in isolation and these findings show that these systems are unlikely to be optimal. Originality/value – This is the first study to demonstrate the importance of a full-face context for the construction of facial composite images. Results are valuable to police forces and developers of composite software.
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Margarita, Valigun. "MODERN APPROACHES TO THE USE OF COMPOSITE MATERIALS IN CONSTRUCTION". American Journal of Engineering and Technology 6, nr 7 (1.07.2024): 57–65. http://dx.doi.org/10.37547/tajet/volume06issue07-07.

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A review of the literature on scientific approaches in the development of composite materials and building structures made of composites is carried out. When creating and manufacturing traditional and new composite materials, for example, by additive manufacturing, and when creating structures and structures in engineering calculations, new techniques, finite element computational software systems, and neural network technologies are used, which are used in the creation of modern metal and composite materials, analysis of mechanical characteristics of materials, forecasting loads on the structure, optimization of structures and calculation of their construction characteristics. The distinctive features of modern composite materials are shown. The main types of composite materials are considered: talc, diatomite, calcium carbonate, gibbsite, barium sulfate, feldspar, nepheline, aragonite, calcium carbonate, wool, silk, cotton, linen, jute, wood pulp, asbestos, fiberglass, metal fibers, quartz fibers, basalt fibers, polyamide fibers, polyester fibers, polyvinyl alcohol fibers, carbon fibers, viscose fibers. The physical and mechanical characteristics of composite materials (based on epoxy, aluminum, carbon, magnesium, and nickel matrices) and traditional (steel, aluminum, brick, concrete) building materials are presented. The disadvantages of such composite materials as carbon fiber, fiberglass, organoplastics, textolite, carbon concrete, and polystyrene concrete are presented. Deformation diagrams of some types of fibers for composite materials are considered: high-modulus carbon fibers, high-strength carbon fibers, aramid fibers, glass fibers, and basalt fibers. The advantages of the system of external reinforcement of building structures with composite materials are described. Examples of reinforcement of building structures are considered: reinforced concrete reinforcement; reinforcement of floor slabs; reinforcement of columns; and reinforcement of brick walls.
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Merbas, Rivolino, Endang Widjajanti i Syahril Taufik. "Analisis Sistem Pengambilan Keputusan Penentuan Konstruksi Jalan dengan Perkerasan Kaku atau Fleksibel (Studi Kasus Jalan di Propinsi Maluku Utara)". SAINSTECH: JURNAL PENELITIAN DAN PENGKAJIAN SAINS DAN TEKNOLOGI 33, nr 1 (27.02.2023): 22–34. http://dx.doi.org/10.37277/stch.v33i1.1650.

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ABSTRACT This research discussing about decision support system analysis in determining concrete and composit road construction compared to asphalt construction for the case of roads in North Maluku Province. This study uses the Analytic Hierarchy Process (AHP) method or model as a method to analyze the feasibility of concrete and composit construction compared to asphalt construction. There are at least 7 (seven) factors that are considered as AHP inputs, namely road conditions, technical pavement, ecomonical/cost, duration/method of construction, availability of equipment, environmental conditions, and availability of materials. This study method includes data collection and analysis methods. For data collection, this study uses a questionnaire method that contains questions related to technical and non-technical factors that are used to assess the feasibility of a road for selecting a type of road pavement with flexible or rigid pavement. The construction feasibility of concrete and composite pavements is better than that of flexible asphalt pavements on road constructions, with the following sub-criteria conditions; roads that have bends and inclines, lower road maintenance costs, excellent weather and environmental resistance, less dense traffic, easy work execution and can be done at any time, do not require a lot of AMP and equipment, and asphalt availability can't fast time. The alternative of road pavement type is effective as a weight value of 33.78% with using the composite pavement construction. Keywords: Roadworthiness, Composite pavement, AHP, Decision Support System, North Maluku
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Bryll, Katarzyna, Ewelina Kostecka, Mieczysław Scheibe, Renata Dobrzyńska, Tomasz Kostecki, Wojciech Ślączka i Iga Korczyńska. "Evaluation of Fire Resistance of Polymer Composites with Natural Reinforcement as Safe Construction Materials for Small Vessels". Applied Sciences 13, nr 10 (9.05.2023): 5832. http://dx.doi.org/10.3390/app13105832.

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In small vessels, for example, yachts, polymer–glass composites are mainly used for their construction. However, the disposal and/or recycling of composite units is very difficult. It is advisable to solve the problem of disposing of post-consumer items as soon as possible. Therefore, alternative, environmentally friendly, but also durable and safe construction materials are being sought. Such materials can be polymer–natural composites, which can be used as a potential material (alternative to polymer–glass composites) for the construction of small vessels. However, its performance properties should be investigated as new construction materials. The possibility of using polymer–hemp composites was assessed in terms of safety, i.e., the fire resistance of these materials. This paper compares selected characteristics that the reaction of composite materials has to fire with glass fiber and hemp fiber reinforcements. During the study, a natural composite reinforced with hemp fabric was investigated. Based on the laboratory test, it was found that this composite showed better susceptibility to energy recycling, with a relatively small deterioration in fire resistance compared to the composite reinforced with glass fiber. This material could therefore be a potential construction material for small vessels if we consider fire resistance in terms of the safety of the vessel’s operation.
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Abbas, Dr Hajer Satih, Dr Majid M. Kharnoob, Dr Noor Salim Atia i Dr Bassam Farman Bassam. "Analysis or Design of Composite Column by Using Etabs Software". Webology 19, nr 1 (20.01.2022): 5289–301. http://dx.doi.org/10.14704/web/v19i1/web19355.

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As the world business enlarging day by day, and designing of the buildings are getting complex and demanding more technology to enhance its stability, performances, cost, duration and its uniqueness of designing. At the later part of development in civil engineer majority of the work was transformed from conventional system to a well organized and computerized system, most of the time the company employees and owners were in live risk, due to non availability of technology. As time goes technology develops, having this in mind we had also suggested using Etabs software in our design. Etabs is a 3D analysis and designing of the buildings, it is engineering software which is used in construction and designing or analysis of complex multi stored buildings. Composite column is actually the amalgamation of two traditionally methodologies structure steel and structure concrete, their design could be based on concrete or steel methodology. Any method can be used to develop composite column approach. Composite columns are designed by applying different components of structure steel and concrete in according to use the advantages and property of each material. The outer and inner behavior of the concrete and structural steel ingredients make the Composite column is very unbending, enough squashy, cost effective and generally makes it efficient partner of the building and bride constructions. Normally three kinds of composite column sections are using in high risky building construction. The building was analyzed by using Etabs and designed according to the needed requirement. Composite column technology for construction of building is now a day’s very popular and has more advantages over the conventional designing of buildings, currently we see tall buildings with great advantages such as less space more accommodation, parking, and many more, these all can only be achieved if we implement the concept and idea of composite construction. This is why composite construction is so good; the one line reason behind this is that it combines both steel and concrete into one unit. By combining these materials can strengthen and provide best result in extremely enough and light weight design. Composite by column can also save our time and we can construction the complex buildings in short term. One of the biggest achievement if is done in construction by composite column is the cost reduction, because most of the constructions companies are being lost and dropped its position due to non profitability.
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Kyzioł, Lesław. "Composite Materials for Warship Constructions". Journal of KONES 26, nr 4 (1.12.2019): 135–40. http://dx.doi.org/10.2478/kones-2019-0100.

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AbstractThe article presents the basic properties of composite materials used for the construction of special ships. Static and dynamic characteristics of materials such as wood and polyester-glass composites are presented. Noteworthy are materials such as surface modified wood and polyester-glass composites with the addition of recyclate. Composite materials are widely used materials for the construction of non-magnetic warships. The article describes the properties of surface modified wood with polymethyl methacrylate and a polyester-glass composite with the addition of recyclate. The recyclate is fragmented, milled polyester-glass scrap. The content of the recyclate greatly affects the mechanical properties of the composite. The properties of the composite with the addition of recyclate depend on the recyclate content as well as the production technology and size of the recycled granulates. The test results showed that the increase in the recycled content causes a decrease in the mechanical properties of the composite. However, it should be remembered that these materials originated from waste, waste that is not subject to self-degradation, which have a very negative impact on the natural environment. At present, where there is a very large pollution of the natural environment, the processing and management of huge amounts of composite waste is an essential goal. A significant amount of recyclate significantly reduces the mechanical properties of the composite; however, the same large amount of recycled material has been transformed and used. The manufactured material and its structural elements are still non-magnetic structures and can be used on a less loaded element. The choice of material for the construction of special ships elements is determined not only by its properties but also by knowledge, experience, method of processing, economic and technical risk.
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Zenger, Richard D. "4459793 Composite container construction". Vacuum 35, nr 1 (styczeń 1985): 56. http://dx.doi.org/10.1016/0042-207x(85)90080-6.

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Rozprawy doktorskie na temat "Composite construction"

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Chesshire, Geoffrey Samuel Kreiss H. "Composite grid construction and applications /". Diss., Pasadena, Calif. : California Institute of Technology, 1986. http://resolver.caltech.edu/CaltechETD:etd-03242008-145553.

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Do, Nascimento Oliveira Jose Emidio. "Deformation and damage analysis of composite beams equipped with polyvinylidene fluoride film sensors /". [S.l. : s.n.], 2008. http://dk.cput.ac.za/cgi/viewcontent.cgi?article=1001&context=td_cput.

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Essawy, Mahmoud Ibrahim. "Shear-bond in profiled composite construction". Thesis, University of Strathclyde, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.360793.

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Oehlers, Deric John. "Mechanisms in composite structures /". Title page, abstract and table of contents only, 2004. http://web4.library.adelaide.edu.au/theses/09END/09endo285.pdf.

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Valente, Evandro Gurgel do Amaral. "Composite construction of an unmanned aerial vehicle". College Park, Md. : University of Maryland, 2006. http://hdl.handle.net/1903/3930.

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Thesis (M.S.) -- University of Maryland, College Park, 2006.
Thesis research directed by: Dept. of Aerospace Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
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Steele, John Phillip. "Composite RCS frame systems: construction and peformance". Thesis, Texas A&M University, 2003. http://hdl.handle.net/1969.1/181.

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The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in low- to mid-rise space frame buildings located in regions of high wind loads and/or moderate seismicity. To better understand these systems, two full scale RCS cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading. The experimental portion of this research program included the construction and testing of two full-scale cruciform specimens with identical overall dimensions but with different joint detailing. The two joint details evaluated were joint cover plates and face bearing plates with localized transverse ties. The construction process was recorded in detail and related to actual field construction practices. The specimens were tested experimentally in quasi-static reversed cyclic loading in both orthogonal loading directions while a constant axial force was applied to the column, to simulate the wind loads in a subassembly of a prototype building. To compliment the experimental work, nonlinear analyses were performed to evaluate the specimen strength and hysteretic degradation parameters for RCS systems. In addition, current recommendations in the literature on the design of RCS joints were used to estimate specimen joint strength and were compared with the experimental findings.
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Mayer, Anthony Edward. "Composite construction of high performance scientific applications". Thesis, Imperial College London, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.252520.

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VALLENILLA, SOLORZANO CESAR RAFAEL. "STRENGTH AND BEHAVIOR OF COMPOSITE FRAMING SYSTEMS". Diss., The University of Arizona, 1987. http://hdl.handle.net/10150/184121.

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An investigation of the behavior of multistory composite frames is presented. The investigation includes a review of the state-of-the-art of composite frame analysis and design methods, and also details the features of the response of composite frames during the construction phase. In an original development, solution procedures that incorporate the effects of construction sequencing on the strength and stability of composite frames are developed. This is extended to define the new concept of a construction limit state for use in design of such structures. These procedures are intended for use by designers and contractors as guidelines. In order to achieve a certain quality of construction, the builder must comply with a set of specific erection sequences. These sequences may vary from one structure to another, depending on a number of factors. Although general standards of construction that include the effects of sequencing do not exist, and would likely be very difficult to develop, it is clear that designers and contractors must consider the influences. From the viewpoint of economy and efficiency, it is necessary to specify sequences that satisfy the structural behavior and stability requirements. The primary purpose of this study is the development of a numerical procedure for the determination of the behavior of composite frames during erection. A second objective is that the procedure developed will be such that it would lend itself to improved construction economy by taking into account the effects of construction sequencing. It will be demonstrated that simple calculations of construction sequencing, together with the given frame response, may be used by the contractor during erection to establish the different activities required for the erection of a building frame.
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Chin, Shaoan. "MOS-bipolar composite power switching devices". Diss., Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/54275.

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Two MOS-Bipolar composite power semiconductor switching devices are proposed and experimentally demonstrated. These devices feature high voltage and high current capabilities, fast switching speeds, simple gate drive requirements, savings in chip area, reverse bias second breakdown ruggedness and large safe operating areas. Application characteristics of the devices for high frequency power inverter circuits are discussed. Monolithic integration of the two composite devices are also proposed.
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Tschetter, Steven James. "A parameter study of cost versus material and serviceability variables in unshored non-composite and composite floor systems". Master's thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-02022010-020155/.

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Książki na temat "Composite construction"

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1946-, Nethercot D. A., red. Composite construction. London: Spon Press, 2003.

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Nethercot, D. A. Composite Construction. London: Taylor & Francis Inc, 2004.

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American Society of Civil Engineers. Materials Engineering Division. Journal of composites for construction. New York, NY: American Society of Civil Engineers, 1997.

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Cook, John Philip. Composite construction methods. Malabar, Fla: Krieger Pub. Co., 1985.

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Riccardo, Zandonini, red. Composite construction: Buildings. Barking: Elsevier Applied Science, 1990.

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International, Conference Composites in Construction-CCC2001 (2001 Porto Portugal). Composites in construction: Proceedings of the International Conference Composites in Construction--CCC2001, Porto, Portugal, 10-12 October 2001. Lisse: A.A. Balkema, 2001.

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H, Marshall I., Scottish Development Agency i International Conference on Composite Structures. (4th : 1987 : Paisley College of Technology, Scotland, UK), red. Composite structures 4. London: Elsevier Applied Science, 1987.

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Steel Construction Institute (Great Britain), red. Design of composite trusses =: Dimensionnement de treillis composites. Ascot: Steel Construction Institute, 1992.

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National Institute for Aviation Research (U.S.), red. Composite materials handbook. [Warrendale, Pa.]: SAE International on behalf of CMH-17, a division of Wichita State University, 2012.

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Talreja, R. Fatigue of composite materials. Lancaster: Technomic Publishing, 1987.

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Części książek na temat "Composite construction"

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Mosley, W. H., J. H. Bungey i R. Hulse. "Composite construction". W Reinforced Concrete Design, 350–73. London: Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_13.

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Abu-Saba, Elias G. "Composite Construction". W Design of Steel Structures, 246–93. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2079-5_10.

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Watts, Andrew. "Composite panels". W Modern Construction Envelopes, 306–15. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_29.

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Watts, Andrew. "Composite panels". W Modern Construction Envelopes, 34–43. Vienna: Springer Vienna, 2011. http://dx.doi.org/10.1007/978-3-7091-0258-9_3.

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Land, Kenneth C. "Composite Index Construction". W Encyclopedia of Quality of Life and Well-Being Research, 1152–56. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-0753-5_3317.

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Land, Kenneth C. "Composite Index Construction". W Encyclopedia of Quality of Life and Well-Being Research, 1–5. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-319-69909-7_3317-2.

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Land, Kenneth C. "Composite Index Construction". W Encyclopedia of Quality of Life and Well-Being Research, 1270–74. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-17299-1_3317.

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Hwu, Chyanbin. "Composite Sandwich Construction". W Mechanics of Laminated Composite Structures, 180–250. Boca Raton: CRC Press, 2024. http://dx.doi.org/10.1201/9781003470465-6.

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Shao, Changyu. "Construction Method". W Cable Supported Composite Bridges, 515–88. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3208-5_6.

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Gay, Daniel. "Composite Materials and Aerospace Construction". W Composite Materials, 149–91. Wyd. 4. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003195788-8.

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Streszczenia konferencji na temat "Composite construction"

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"Some Remarks on Composite Construction". W SP-174: Hybrid and Composite Structures. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5968.

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Shanmugam, N. E., i W. H. Wan Badaruzzaman. "Developments in Composite Construction". W 7th International Conference on Steel and Aluminium Structures. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp006-icsas11.

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Rifaie, Wail Al, i Naaem M. Hantoosh. "New Composite Floor Construction". W 2022 Advances in Science and Engineering Technology International Conferences (ASET). IEEE, 2022. http://dx.doi.org/10.1109/aset53988.2022.9735119.

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Stark, Jan W. B. "European Standards for Composite Construction". W Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)72.

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Lukash, A. A., N. P. Lukuttsova, K. P. Kolotvin, K. V. Razrezov i A. Felluh. "SOFTWOOD COMPOSITES FOR CONSTRUCTION". W Modern machines, equipment and IT solutions for industrial complex: theory and practice. Voronezh State University of Forestry and Technologies named after G.F. Morozov, Voronezh, Russia, 2021. http://dx.doi.org/10.34220/mmeitsic2021_74-79.

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The article deals with the issues of secondary use of industrial waste from the processing of soft hardwood wood. It is shown that the disposal of man-made waste in landfills is undesirable, and the use of wood waste to generate heat for heating is limited to the autumn-winter period. It is proved that it is most expedient to make composites from the waste of processing soft hardwood wood, since the need for inexpensive building materials is constantly increasing. Wood- cement materials from soft-leaved wood are practically not produced due to the presence of water- soluble saccharides, which worsen the process of hydration of cement. It is proposed to use binders that harden quickly in the production of composites made of soft hardwood. To exclude the negative influence of the extracted substances, it is proposed to use urea-formaldehyde glue as a binder. The mathematical dependence of the compressive strength of a composite made of soft hardwood on the glue consumption, wood consumption and the duration of exposure after molding is obtained. The parameters of the composite manufacturing mode are set: wood consumption-190 ... 195 kg/m3, urea-formaldehyde glue consumption-262...270 kg/m3; the duration of exposure after molding – 6 days. Methods for reducing the release of free formaldehyde from composites have been identified. It was found that in the steam-air mixture after 12 days of exposure of the chip-and- glue composite, there are no previously detected micro-impurities of formaldehyde, and the chip- and-glue composite can be used in construction without restrictions.
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"Composite Construction in Underground Structures in Barcelona". W SP-174: Hybrid and Composite Structures. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5963.

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Bylym, Vladimir Mikhailovich, Kantemir Muhamedovich Zeushev i Natalia Viktorovna Khamidullina. "COMPOSITE MATERIALS IN BRIDGE CONSTRUCTION". W Инновационные технологии в строительстве и управление техническим состоянием инфраструктуры. Ростов-на-Дону: Ростовский государственный университет путей сообщения, 2022. http://dx.doi.org/10.46973/9785907295612_2022_26.

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Jacobs, V, William P., i Jerome F. Hajjar. "Load Transfer in Composite Construction". W Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)112.

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Bradford, Mark A., Yong-Lin Pi i Brian Uy. "Ductility of Composite Beams with Trapezoidal Composite Slabs". W International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)13.

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Bridge, Russell Q. "Design of Composite Columns-Steel, Concrete, or Composite Approach?" W International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)23.

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Raporty organizacyjne na temat "Composite construction"

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Chen, Zhenming, Xi Wu i Lei Jiang. THE KEY TECHNOLOGY FOR CONSTRUCTION OF CONCRETE-FILLED STEEL TUBULAR COMPOSITE COLUMN. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.098.

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Ratcliffe, Colin P. Experimental Modal Analysis of a Sandwich Construction, Glass Reinforced Plastic Composite Deck Panel. Fort Belvoir, VA: Defense Technical Information Center, lipiec 1996. http://dx.doi.org/10.21236/ada359147.

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

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This paper reports common failure mechanisms of steel headed stud anchors (shear studs) in concrete-filled steel composite decks found in the literature comprised through an extensive database of push-out tests representing multiple shear stud configurations used in composite construction around the world. Monotonically and cyclically loaded push-out test specimens perpendicular or parallel steel deck, or in solid slabs, are included in the evaluation. Comparisons to experimental strengths are made with the steel headed stud anchor strength prediction methods from various international Codes and Standards along with other mechanics-based design provisions proposed in the literature. It was found that the prediction for concrete failure modes is often over-predicted, especially in deck perpendicular configurations. Two alternative design equations are presented within the context of the AISC Specification to address consideration for concrete related failures and are validated through comparisons both with push-out tests and composite beam tests found in the literature.
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Alexander. PR-201-124503-R01 Composite Material Reinforcement as an Alternative Method for Determination of MAOP. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), marzec 2014. http://dx.doi.org/10.55274/r0010996.

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The objective of this project is to evaluate reinforcing technologies, specifically, the use of composite materials for the MAOP determination of high-pressure gas or liquid transmission pipeline systems. Reinforcing a pipeline using composite materials is not for the purpose of providing strength to a damaged section. Rather, the intent is to use composite materials to establish a Maximum Allowable Operating Pressure (MAOP) with an improved safety factor as required by DOT 192 for pipelines that have been subjected to encroachment involving the construction of facilities on or near the pipelines. Emphasis in this discussion is placed on the increased safety factor that is most often accomplished with line replacement using thicker-wall pipes or higher grade steel. The objective of the MATR-3-9 project is to evaluate reinforcing technologies, specifically, the use of composite materials for the MAOP determination of high-pressure gas or liquid transmission pipeline systems. This report provides a state-of-the-art assessment of composite materials in their current usage in reinforcing and repairing damaged pipelines. A discussion is also included regarding the technical aspects for properly designing a composite system for reinforcing non-damaged pipelines, as well as limits that should be imposed on the proposed methods.
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Wang, Hao, Milad Salemi, Jiaqi Chen, P. N. Balaguru, Jinhao Liang i Ning Xie. DTPH56-15H-CAP04L An Inorganic Composite Coating for Pipeline Rehabilitation and Corrosion Protection. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), grudzień 2018. http://dx.doi.org/10.55274/r0011991.

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The project aims to address the need for an inorganic coating composite for corrosion protection of pipelines in an aggressive environment. The inorganic coating does not generate CO2 emission or volatile organic content (VOC). Inorganic coatings are frequently used in the construction industry as anti-corrosion coatings, which are effective, chemically inert, hard, and thermally stable. In this study, microfiber reinforcement and Nano-modification were used to improve the performance of the inorganic coating system. The research work integrates both laboratory testing and numerical simulations. The major tasks conducted are 1) development of an inorganic coating with Nano modification; 2) accelerated corrosion testing; 3) durability and adhesion strength testing; 4) shear testing of coating with carbon fiber reinforced polymer (CFRP), and 5) analytical study of composite repair system of the pipeline.
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Briggs, Nicholas E., Robert Bailey Bond i Jerome F. Hajjar. Cyclic Behavior of Steel Headed Stud Anchors in Concrete-filled Steel Deck Diaphragms through Push-out Tests. Northeastern University. Department of Civil and Environmental Engineering., luty 2023. http://dx.doi.org/10.17760/d20476962.

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Earthquake disasters in the United States account for $6.1 billion of economic losses each year, much of which is directly linked to infrastructure damage. These natural disasters are unpredictable and represent one of the most difficult design problems in regard to constructing resilient infrastructure. Structural floor and roof diaphragms act as the horizontal portion of the lateral force resisting system (LFRS), distributing the seismically derived inertial loads out from the heavy concrete slabs to the vertical LFRS. Composite concrete-filled steel deck floor and roof diaphragms are ubiquitously used in commercial construction worldwide due to the ease of construction and cost-effective use of structural material. This report presents a series of composite steel deck diaphragm Push-out tests at full scale that explore the effect that cyclic loading has on the strength of steel headed stud anchors. The effect that cyclic loading has on structural performance is explored across the variation of material and geometric parameters in the Push-out specimens, such as concrete density, steel headed stud anchor placement and grouping, steel deck orientation, and edge conditions. As compared to prior tests in the literature, the push-out tests conducted in this work have an extended specimen length that includes four rows of studs along the length rather than the typical two rows of studs, and an ability to impose cyclic loading. This provides novel insight into force flows in the specimens, failure mechanisms, and load distribution between studs and stud groups.
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Soret, Clement. PR306-184502-R01 Evaluating Composites in Reinforcing Mechanically Damaged Pipelines with Dent and Gouge. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), grudzień 2020. http://dx.doi.org/10.55274/r0011976.

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In this study, two severe dent and gouge defects were repaired and submitted to both fatigue and burst pressure in order to investigate on the consistency of using composite sleeves on mechanical damage. The two defects were created on a X63 OD 24'' / WT 0.444'' pipe, using a testing facility which mimics an actual construction work excavator
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Josling, Timothy. Constructing a Composite Index of Market Access. Geneva, Switzerland: International Centre for Trade and Sustainable Development, 2009. http://dx.doi.org/10.7215/ag_ip_20090716b.

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Thompson, Marshall, i Ramez Hajj. Flexible Pavement Recycling Techniques: A Summary of Activities. Illinois Center for Transportation, lipiec 2021. http://dx.doi.org/10.36501/0197-9191/21-022.

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Cold in-place recycling (CIR) involves the recycling of the asphalt portions (including hot-mix asphalt and chip, slurry, and cape seals, as well as others) of a flexible or composite pavement with asphalt emulsion or foamed asphalt as the binding agent. Full-depth reclamation (FDR) includes the recycling of the entire depth of the pavement and, in some cases, a portion of the subgrade with asphalt, cement, or lime products as binding agents. Both processes are extensively utilized in Illinois. This project reviewed CIR and FDR projects identified by the Illinois Department of Transportation (IDOT) from the Transportation Bulletin and provided comments on pavement designs and special provisions. The researchers evaluated the performance of existing CIR/FDR projects through pavement condition surveys and analysis of falling weight deflectometer data collected by IDOT. They also reviewed CIR/FDR literature and updated/modified (as appropriate) previously provided inputs concerning mix design, testing procedures, thickness design, construction, and performance as well as cold central plant recycling (CCPR) literature related to design and construction. The team monitored the performance of test sections at the National Center for Asphalt Technology and Virginia Department of Transportation. The researchers assisted IDOT in the development of a CCPR special provision as well as responded to IDOT inquiries and questions concerning issues related to CIR, FDR, and CCPR. They attended meetings of IDOT’s FDR with the Cement Working Group and provided input in the development of a special provision for FDR with cement. The project’s activities confirmed that CIR, FDR, and CCPR techniques are successfully utilized in Illinois. Recommendations for improving the above-discussed techniques are provided.
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Goff, Fraser, Shari A. Kelley, Cathy J. Goff, David J. McCraw, G. Robert Osburn, John R. Lawrence, Paul G. Drakos i Steven J. Skotnicki. Geologic Map of Mount Taylor Volcano Area, New Mexico. New Mexico Bureau of Geology and Mineral Resources, 2019. http://dx.doi.org/10.58799/gm-80.

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The Geologic Map of the Mount Taylor Volcano Area, New Mexico is a 1:36,000 compilation of six recent NMBGMR 1:24,000 geologic quadrangles that encompass this extinct composite stratovolcano. Mount Taylor is New Mexico's second-largest volcano after the Valles Caldera in the Jemez Mountains. This timely map and accompanying report, resulting from over a decade of thorough work, synthesizes the current geologic understanding of such an important landscape feature of the state.For such a complex volcanic landform, the report provides an exhaustive description of the volcano area in an easy-to-read format. In addition to providing a detailed description of each of the map's 339 units and dikes, it documents the volcano's history and history of research, its geochemical and petrographic composition, the phases of its construction ranging from the initial to the terminal eruptions, 3.72-1.26 million years ago, and its subsequent erosion, resulting in the summit Amphitheater and its extensive apron of debris. It describes the surrounding volcanic centers, the structure of the area, and the extensive dikes and maars. After touching on the water resources, hydrothermal alteration and mineralization, and geothermal potential, the report concludes with a conceptual model of volcano evolution.
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