Relevant bibliographies by topics / Sandwich building member

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

Academic literature on the topic 'Sandwich building member'

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

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Journal articles on the topic "Sandwich building member"

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Kortenoeven, Jeroen, Bart Boon, and Arnold de Bruijn. "Application of Sandwich Panels in Design and Building of Dredging Ships." Journal of Ship Production 24, no. 03 (August 1, 2008): 125–34. http://dx.doi.org/10.5957/jsp.2008.24.3.125.

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The main objective of this paper is to assist shipyards and ship owners to actually decide to examine and implement sandwich panels in ship structures. The awareness that the application of sandwich panels may lead to substantial lower production costs, relatively shorter product delivery times, improved ship performance due to a lower structural weight, and improved fatigue and corrosion characteristics is increasing. As a builder and supplier of dredging ships and dredging equipment, IHC Dredgers(Member of the IHC Merwede Group) is continuously seeking ways to improve the performance of its complex and special ship designs to further reduce production costs and shorten delivery times. Sandwich panels have already been applied in commercial vessels, but on a rather modest scale. After some exploratory studies, IHC is convinced of the potential benefits for the shipyard and its customers, mainly dredging companies. However several factors affect the potential use of sandwich panels in the design and building processes including acceptance by clients, class societies, and the shipyard's own personnel.
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Fu, Yibin, Jun Zhou, and Xiaosheng Gao. "Sandwiched hollow sphere structures: A study of ballistic impact behavior using numerical simulation." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 228, no. 12 (December 12, 2013): 2068–78. http://dx.doi.org/10.1177/0954406213515857.

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Sandwiched hollow sphere structure may have the potential to provide better ballistic impact protection as compared with monolithic plate based on the same weight and impact area. In the previous study of a sandwiched hollow sphere structure by the authors, a novel unit cell was created as a basic building unit of the structure, the tumbling effect was observed for significant impact energy absorption, and the existence of an optimal yield stress or hardness was proved for maximizing the impact energy absorption. However, the impact energy absorption ability of the sandwiched hollow sphere structure may also relate to many other factors. In this study, the diameter relation between the incoming projectile and the spheres in the sandwich core, the projectile initial impact velocity, and the sphere arrangement in the sandwich core are examined. It is revealed that the first layer sphere diameter should be comparable to the diameter of the incoming projectile, the diameter of spheres in different layers in one sandwich core should either decrease or increase monotonically, and there exists a critical impacting speed, at which the sandwiched sphere structure is most effective for impact energy absorption, etc. All these findings make the sandwiched hollow sphere structure a promising new member to the passive armor family.
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Mohammadabadi, Mostafa, Vikram Yadama, and James Daniel Dolan. "Evaluation of Wood Composite Sandwich Panels as a Promising Renewable Building Material." Materials 14, no. 8 (April 20, 2021): 2083. http://dx.doi.org/10.3390/ma14082083.

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During this study, full-size wood composite sandwich panels, 1.2 m by 2.4 m (4 ft by 8 ft), with a biaxial corrugated core were evaluated as a building construction material. Considering the applications of this new building material, including roof, floor, and wall paneling, sandwich panels with one and two corrugated core(s) were fabricated and experimentally evaluated. Since primary loads applied on these sandwich panels during their service life are live load, snow load, wind, and gravity loads, their bending and compression behavior were investigated. To improve the thermal characteristics, the cavities within the sandwich panels created by the corrugated geometry of the core were filled with a closed-cell foam. The R-values of the sandwich panels were measured to evaluate their energy performance. Comparison of the weight indicated that fabrication of a corrugated panel needs 74% less strands and, as a result, less resin compared to a strand-based composite panel, such as oriented strand board (OSB), of the same size and same density. Bending results revealed that one-layer core sandwich panels with floor applications under a 4.79 kPa (100 psf) bending load are able to meet the smallest deflection limit of L/360 when the span length (L) is 137.16 cm (54 in) or less. The ultimate capacity of two-layered core sandwich panels as a wall member was 94% and 158% higher than the traditional walls with studs under bending and axial compressive loads, respectively. Two-layered core sandwich panels also showed a higher ultimate capacity compared to structural insulated panels (SIP), at 470% and 235% more in bending and axial compression, respectively. Furthermore, normalized R-values, the thermal resistance, of these sandwich panels, even with the presence of thermal bridging due to the core geometry, was about 114% and 109% higher than plywood and oriented strand board, respectively.
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Zhang, Dongdi, Yanhui Zhang, Juan Zhao, Pengtao Ma, Jingping Wang, and Jingyang Niu. "Four Members of the Sandwich-Type Polytungstophosphate Family Based on Pentalacunary [HPW7O28]8-Building Blocks." European Journal of Inorganic Chemistry 2013, no. 10-11 (December 6, 2012): 1672–80. http://dx.doi.org/10.1002/ejic.201201089.

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Liu, Xin, and Xin Wang. "The Adhesion Experimental Study on the PESB." Applied Mechanics and Materials 477-478 (December 2013): 646–50. http://dx.doi.org/10.4028/www.scientific.net/amm.477-478.646.

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Strength experiment on the members tied by PESB and adhesion experiment on the PESB anchored in mortar specimen and in concrete specimen are done in this paper. Through the adhesion experiment, the adhesion strength between PESB and mortar or concrete is detected, which can provide reference for the research on the PESB anchored construction measure. The research results have been applied in practical engineering, from which some suggestion is promoted for the construction of the similar buildings, including requirements on the material used in foaming sandwich wall and notice in construction, construction measure on the PESB tied members and so on. The suggestion will contribute the extension of the energy saving sandwich wall with the on site foaming thermal insulation slurry, which can effectively solve the problem of the duration of the insulation layer in the energy saving walls and promote the scientific process of energy saving from thermal insulation.
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Leng, Yubing, and Xiaobing Song. "Application of steel-concrete-steel sandwich deep beams into coupled shear walls." Advances in Structural Engineering 22, no. 1 (June 27, 2018): 214–22. http://dx.doi.org/10.1177/1369433218783297.

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Coupled shear walls are widely used as the primary lateral load resisting element in high-rise buildings. But the coupling beams, which are often designed as deep members, usually suffer from brittle shear failure. The steel-concrete-steel sandwich deep beams showed high bearing capacity and great ductile performance during shear failure. Therefore, it is proposed that the steel-concrete-steel members can be used into deep coupling beams instead of conventional reinforced concrete members, to improve the shear strength and deformability. The shear failure of steel-concrete-steel deep beams is characterized by plastic yielding of the outer steel plates in the triangular areas, rather than concrete diagonal crushing. Reliable shear transfer paths are maintained by the interaction between the outer steel plates and the diagonal concrete struts, so excellent strength and ductile performance can be expected after critical diagonal cracking. The triangular failure areas are able to dissipate seismic energy, thus effectively avoiding overall collapse. The shear strength of steel-concrete-steel deep coupling beams is developed with simple expressions.
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Zhang, Dongdi, Yanhui Zhang, Juan Zhao, Pengtao Ma, Jingping Wang, and Jingyang Niu. "ChemInform Abstract: Four Members of the Sandwich-Type Polytungstophosphate Family Based on Pentalacunary [HPW7O28]8-Building Blocks." ChemInform 44, no. 48 (November 8, 2013): no. http://dx.doi.org/10.1002/chin.201348015.

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Wang, Tao, and Jia-Bao Yan. "Developments of steel-concrete-steel sandwich composite structures with novel EC connectors: Members." Journal of Constructional Steel Research 175 (December 2020): 106335. http://dx.doi.org/10.1016/j.jcsr.2020.106335.

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Hong, Junqing, Shaofeng Zhang, Hai Fang, Xunqian Xu, Honglei Xie, and Yuntian Wang. "Structural performance of textile reinforced concrete sandwich panels under axial and transverse load." REVIEWS ON ADVANCED MATERIALS SCIENCE 60, no. 1 (January 1, 2021): 64–79. http://dx.doi.org/10.1515/rams-2021-0015.

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Abstract The performance of textile reinforced concrete composite panels (TRCCPs) under the action of pseudo-static load up to collapse was evaluated. The test of TRCCPs under axial and transverse loading was conducted, and the results were compared with those for steel wire mesh reinforced-concrete composite panels (SMRCCPs). Ceram-site concrete was utilized as the panel matrix owing to its lightweight and insulation characteristics. The ultimate load bearing capacity, load-deformation and load-strain relationships, and failure modes were discussed and investigated in comparison with the findings of non-linear finite-element-model (FEM) analysis and the analytic method on the basis of the reinforced concrete (RC) theory. The analysis results indicate that TRCCP is suitable for use as a potential structural member for a wall or slab system of buildings, and the typical RC theory can be applied to predict the ultimate load bearing capacity if modified suitably.
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Jiang, Lan, Kejian Ma, Huagang Zhang, Qin Wu, Hongna Lu, and Qizhu Yang. "Seismic Behavior of Shear Connectors of Steel Vierendeel Sandwich Plate." Mathematical Problems in Engineering 2019 (June 12, 2019): 1–14. http://dx.doi.org/10.1155/2019/8047393.

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As a new type of floor structure, steel vierendeel sandwich plates are widely applied in large-span buildings with multiple storeys. Shear connectors are important stressed members of such plates. To evaluate the seismic performance of the shear connectors, a full-scale test piece in two different connection forms, namely, A and B, is designed and tested under alternating load. Test analysis of the two connection specimens covers the failure modes, hysteresis curves, and main parameters (e.g., bearing capacity, ductility, stiffness degradation, and energy dissipation coefficient). The following results concerning type A connection are obtained: First, it exhibits good ductility and long yielding platform; second, elastoplasticity of steel is fully exerted with it; third, it absorbs and dissipates energy well with strong energy consumption; and fourth, when failure occurs, cracks usually happen in the heat-affected zone of the weld in the core zone. The following conclusions about type B are drawn: first, it has large bearing capacity with high stiffness; also, when failure occurs, the ribbed stiffeners crack and flexion deformity happen.
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Dissertations / Theses on the topic "Sandwich building member"

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Janetzko, Steffen, Thomas Gries, and Till Büttner. "Preforming von textilen Bewehrungsstrukturen für Sandwichbauteile." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244042345137-27083.

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Dimensionierung und Konstruktion von Bewehrungstextilien für die Anwendung in Textilbeton werden in Abhängigkeit von der resultierenden Last im Bauteil durchgeführt. Um aus der Vielzahl möglicher Varianten von Bewehrungsstrukturen die passenden auszuwählen, wird ein reduziertes Beschreibungsschema zur Auswahl herangezogen. Als Anwendungsbeispiel wird eine komplexe Bewehrungsstruktur beschrieben, die für dünnwandige, selbsttragende Sandwichelemente genutzt wird. Die Sandwichelemente werden als Wandund Dachkonstruktion für ein 20 m² großes modulares Gebäude eingesetzt. Die Bewehrungsstrategie für die Elemente sowie die Herstellungstechnik und Prüfverfahren für die Bewehrung werden beschrieben. Zur Langzeitüberwachung der Sandwichelemente wird ein Monitoring-System verwendet.
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Books on the topic "Sandwich building member"

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Keller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre rein­forced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers are manufactured industrially to semi-finished products and ccimplete structural components, which can be easily and quickly installed or erected on site.<p> Examples of semi-finished products and structural components available are flexible tension elements, profiles stiff in bending and sandwich panels. As tension elements, especially for the purpose of strengthening, strips and sheets are available, as weil as reinforcing bars for concrete reinforcement and prestressing members for internal prestressing or external use. Profiles are available for beams and columns, and sandwich constructions especially for bridge decks. During the manufacture of the structural components fibre-optic sensors for continuous monitoring can be integrated in the materials. Adhesives are being used more and more for joining com­ponents.<p> Fibre reinforced polymers have been used in bridge construction since the mid-1980s, mostly for the strengthening of existing structures, and increas­ingly since the mid-1990s as pilot projects for new structures. In the case of new structures, three basic types of applications can be distinguished: concrete reinforcement, new hybrid structures in combination with traditional construction materials, and all-composite applications, in which the new materials are used exclusively.<p> This Structural Engineering Document also includes application and research recommendations with particular reference to Switzerland.<p> This book is aimed at both students and practising engineers, working in the field of fibre reinforced polymers, bridge design, construction, repair and strengthening.
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Conference papers on the topic "Sandwich building member"

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Zwahr, Heiner. "Ash Recycling: Just a Dream?" In 12th Annual North American Waste-to-Energy Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/nawtec12-2211.

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Waste to energy is only one way of handling waste, material recovery is another aspect of sustainable waste management. This is actually nothing new and has always been part of the operation of WTE (Waste to Energy) plants in Hamburg. In descriptions of the first waste incineration plant in Hamburg, which started operation in 1896, it was stated that “the fly ash” collected in the ash chambers was used as filler material for the insulation of ceiling cavities. Its use in the sandwich walls of money safes was expressly recommended by the members of the urban refuse collection authority. Another lucrative trade was the sorting of scrap iron. It was separated from the incineration slag with magnets. The slag itself was said to be as sterile as lava, as hard as glass, as useful as bricks, and it was a profitable side product of waste incineration. The crushed incinerator slag was evidently so much in demand in road construction and as an aggregate in concrete production that demand could often not be met in the building season, even though it was stored through the winter, [1,2,3].
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Wörösch, Michael. "Structuring Requirements in a Multi-Project Environment in the Construction Industry: A Life Cycle Perspective." In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-70860.

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Being in control of requirements in building projects is vital, since it helps securing the often small profit margins and the reputation of the responsible company. Hence this research aims to introduce requirements management to the construction industry. By means of case study and action research conducted at a Danish construction syndicate producing sandwich elements made from High Performance Concrete and insulation materials it is demonstrated that requirements management successfully can be used in construction. Since requirements management as of today has not found its use in this industry, yet, success is here defined as an accomplished and accepted implementation of requirements management processes that are used by the relevant project members in their daily work and where the benefits of implementing requirements management outweighs the cost of invested resources. Furthermore it is argued that when running technology development, product development, product platform development, and a portfolio of building projects at the same time the use of requirements management is advantageous and an intelligent way of structuring requirements is needed. This article also demonstrates that the application of requirements management with gain can be extended to cover entire life cycles as e.g. the life cycle of a building. This is done by proposing a requirements structure that attempts to consider future events. The proposed structure is divided into the areas: company, technology, product platform, and building and covers all encountered types of requirements, e.g. functional (defines what a system is supposed to do), non-functional (defines how a system is supposed to be), technical, organizational, and even personal requirements. As a result the conducted research clearly shows that requirements management can be applied to the construction industry. At the same time it also becomes obvious that it is necessary to open doors to further research looking into not only using requirements databases & processes especially designed for the construction industry but also the training of key personnel in requirements management, and how the introduction of requirements management can impact the construction industry and their customers in the long run.
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