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Relevant bibliographies by topics / Concrete sandwich elements

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Academic literature on the topic 'Concrete sandwich elements'

Author: Grafiati

Published: 4 June 2021

Last updated: 16 February 2022

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Journal articles on the topic "Concrete sandwich elements"

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Weimar, Thorsten, Christian Hammer, Torsten Leutbecher, and Kevin Metje. "Glass‐rigid foam composite for innovative concrete sandwich elements." Civil Engineering Design 3, no. 1-2 (2021): 3–12. http://dx.doi.org/10.1002/cend.202000010.

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Williams Portal, Natalie, Mathias Flansbjer, Kamyab Zandi, Lech Wlasak, and Katarina Malaga. "Bending behaviour of novel Textile Reinforced Concrete-foamed concrete (TRC-FC) sandwich elements." Composite Structures 177 (October 2017): 104–18. http://dx.doi.org/10.1016/j.compstruct.2017.06.051.

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Pidun, Kevin, and Michael Schulze. "Designed Textile Reinforced Concrete Elements for Architectural Facade Applications." Applied Mechanics and Materials 719-720 (January 2015): 171–76. http://dx.doi.org/10.4028/www.scientific.net/amm.719-720.171.

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By now the application of Textile Reinforced Concrete (TRC) for facade constructions can be considered as state of the art. Especially ventilated curtain walls made of TRC and sandwich elements made in combination of TRC-layers and foam cores recently are realized in pilot projects, which are predominantly located in Aachen, Germany. Textile reinforced concrete elements for architectural facade applications give new chances for architects and engineers design.

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Flansbjer, Mathias, Natalie Williams Portal, and Daniel Vennetti. "Verification of the Structural Performance of Textile Reinforced Reactive Powder Concrete Sandwich Facade Elements." Applied Sciences 9, no. 12 (2019): 2456. http://dx.doi.org/10.3390/app9122456.

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As a part of the SESBE (Smart Elements for Sustainable Building Envelopes) project, non-load bearing sandwich elements were developed with Textile Reinforced Reactive Powder Concrete (TRRPC) for outer and inner facings, Foam Concrete (FC) for the insulating core and Glass Fiber Reinforced Polymer (GFRP) continuous connectors. The structural performance of the developed elements was verified at various levels by means of a thorough experimental program coupled with numerical analysis. Experiments were conducted on individual materials (i.e., tensile and compressive tests), composites (i.e., uni

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Poluraju, P., and G. Appa Rao. "Performance of squat 3D sandwich walls with longitudinal reinforcement and boundary elements under lateral cyclic loading." Journal of Sandwich Structures & Materials 20, no. 8 (2017): 946–73. http://dx.doi.org/10.1177/1099636216682546.

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Three-dimensional (3D) sandwich precast concrete walls are often used in building construction due to their superior performance, thermal efficiency, and speed of fabrication. When applied to low-rise buildings, this technology facilitates a cellular structure composed of squat sandwich walls sustaining gravity loads and performing as shear wall against lateral loads. Not much research information is available on squat 3D sandwich walls under in-plane lateral loading. This paper discusses experimental investigations on eight squat 3D sandwich walls were tested, in which four were without and f

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Segura-Castillo, Luis, Nicolás García, Iliana Rodríguez Viacava, and Gemma Rodríguez de Sensale. "Structural Model for Fibre-Reinforced Precast Concrete Sandwich Panels." Advances in Civil Engineering 2018 (November 22, 2018): 1–11. http://dx.doi.org/10.1155/2018/3235012.

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Fibre-reinforced concrete (FRC) has been used in numerous types of precast elements around the world, as has been shown that reductions in production costs and time can be obtained; however, there is little experience of this material in Uruguay. Therefore, our study analysed the feasibility of its utilisation in this country. This paper reports on the development of a simple analysis model that is useful for the design of FRC precast elements. The model efficiency was evaluated through its application to a practical case study—vertical precast concrete sandwich panel systems tested by bending

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Pidun, Kevin, and Thomas Gries. "Shaped Textile Reinforcement Elements for Concrete Components." Advanced Materials Research 747 (August 2013): 415–19. http://dx.doi.org/10.4028/www.scientific.net/amr.747.415.

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By now the application of Textile Reinforced Concrete (TRC) for facade constructions can be considered as state of the art. Especially ventilated curtain walls made of TRC and sandwich elements made in combination of TRC-layers and foam cores recently are realized in pilot projects which are predominantly located in Aachen, Germany. The Life funded Insu-Shell façade of the Institute fuer Textiltechnik (ITA) of RWTH Aachen University gives an example of such a pilot project. Furthermore, a pedestrian bridge has been built in Albstadt, Germany. The enormous potential of TRC-applications is show

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Mikeska, Tomas, and Svend Svendsen. "Thermal Performance of Capillary Micro Tubes Integrated into the Sandwich Element Made of Concrete." Advanced Materials Research 649 (January 2013): 133–36. http://dx.doi.org/10.4028/www.scientific.net/amr.649.133.

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The thermal performance of radiant heating and cooling systems (RHCS) composed of capillary micro tubes (CMT) integrated into the inner plate of sandwich elements made of High Performance Concrete (HPC) was investigated in the article. Temperature distribution in HPC elements around integrated CMT was studied. Thermal heat flux on the inner surface of HPC element was carefully investigated. Calculations were carried out for different temperatures of the circulating fluid, different spacing between CMT and different thicknesses of the inner HPC layer covering the CMT. This paper shows that CMT

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Garg, Naveen, Anil Kumar, and Sagar Maji. "Parametric Sensitivity Analysis of Factors Affecting Sound Transmission Loss of Multi-Layered Building Elements Using Taguchi Method." Archives of Acoustics 39, no. 2 (2015): 165–76. http://dx.doi.org/10.2478/aoa-2014-0020.

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Abstract The paper presents application of Taguchi method in optimizing the sound transmission loss through sandwich gypsum constructions and those comprising of masonry concrete blocks and gypsum boards in order to investigate the relative influence of the various parameters affecting the sound transmission loss. The application of Taguchi method for optimizing sound transmission loss has been rarely reported. The present work uses the results analytically predicted on “Insul” software for various sandwich material configurations as desired by each experimental run in an L8 orthogonal array.

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Fahmy, Ezzat H., Yousry B. I. Shaheen, Mohamed N. Abou Zeid, and Hassan M. Gaafar. "Ferrocement sandwich and hollow core panels for floor construction." Canadian Journal of Civil Engineering 39, no. 12 (2012): 1297–310. http://dx.doi.org/10.1139/cjce-2011-0016.

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This paper presents the results of a research work to develop ferrocement sandwich and hollow core panels for use as precast one way slab elements. Sandwich panels consisted of two thin ferrocement layers reinforced with steel wire mesh and a core of autoclaved aerated lightweight concrete bricks. The hollow core panels are made of the same ferrocement mortar matrix with three circular holes of 75 mm diameter running along the length of the specimen. A total of 15 sandwich panels and 12 hollow core panels were cast and tested under flexural loadings. The experimental results showed that high u

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Dissertations / Theses on the topic "Concrete sandwich elements"

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Gkorogias, Panagiotis, and Susanna Gerges. "Concrete sandwich element design in terms of Passive Housing recommendations and moisture safety." Thesis, KTH, Byggvetenskap, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-168734.

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In this thesis project a concrete sandwich wall element of 250 mm insulation of Kooltherm has been resulted to have U-values and ψ-values closer to the passive housing recommendations. However, by using 180 mm thick insulation, no significant difference in the annual energy consumption is observed. Using a metal sheet in the window connection and small concrete brackets, low thermal bridge values are achieved. Low thermal bridge coefficient values were also observed with thick insulation in the foundation and the roof structure, although, it is impossible to achieve values below 0,01 W/mK in t

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Pozo, Fray. "On Thermal Bowing of Concrete Sandwich Wall Panels with Flexible Shear Connectors." DigitalCommons@USU, 2018. https://digitalcommons.usu.edu/etd/7133.

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Thermal bowing, often referred as bulging or out-of-plane wall deflection, is a common issue on sandwich panel walls caused by a temperature differential between a building interior temperature and the environment. The stresses caused by temperature changes in concrete members are widely known in the practice of bridge design, but not on sandwich wall panels. For sandwich wall panel applications, it is common to have non-composite panels when the designer expects a high temperature gradient, what yields a less economical design, but reduces the bowing. This project aimed to validate current as

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Tobolka, Ondřej. "Využití netradičních materiálů ve stavbě horizontálních vyrtávacích strojů." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2018. http://www.nusl.cz/ntk/nusl-382104.

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Thesis solves an issue of application unconventional materials used in horizontal boring machine design. Chosen problem is solved step by step from general selection of suitable material for supporting structure. The selected material is applicated on WFT 13 CNC machine design from production of Fermat and it is created 9 conceptual options of machine’s frame. Finite element method is used for analysis of conceptual options. Based on data from analyses, the best option is selected for constructional part with use of multi-criteria PATTERN method. Constructional part of thesis elaborates on the

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Books on the topic "Concrete sandwich elements"

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Keller, Thomas. Use of fibre reinforced polymers in bridge construction. 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 a

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Book chapters on the topic "Concrete sandwich elements"

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"Design of elements in steel–concrete sandwich composite materials." In Blast Effects on Buildings. ICE Publishing, 2019. http://dx.doi.org/10.1680/beob.61477.165.

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Nothnagel, R., M. Laube, and A. Gutsch. "Crack control in a massive reinforced concrete foundation slab as concrete sandwich element for a water basin." In Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203882955.ch85.

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Conference papers on the topic "Concrete sandwich elements"

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Stark, Jan W. B., Sander van der Vossen, and Jan W. P. M. Brekelmans. "Design of Composite Steel and Concrete Sandwich Elements." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)18.

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Williams Portal, Natalie, Kamyab Zandi, Katarina Malaga, and Lech Wlasak. "GFRP connectors in textile reinforced concrete sandwich elements." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.1331.

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Huang, Zhenyu, J. Y. Richard Liew, and Jiabao Yan. "Finite Element Analysis of Curved Steel-Concrete-Steel Sandwich Beams." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_185.

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Sævik, Svein, Martin Storheim, and Erik Levold. "Efficient Finite Element for Evaluation of Strain Concentrations in Concrete Coated Pipelines." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57373.

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MARINTEK has developed software for detailed analysis of pipelines during installation and operation. As part of the software development a new coating finite element was developed in cooperation with StatoilHydro enabling efficient analysis of field joint strain concentrations of long concrete coated pipeline sections. The element was formulated based on sandwich beam theory and application of the Principle of Potential Energy. Large deformations and non-linear geometry effects were handled by a Co-rotated “ghost” reference description where elimination of rigid body motion was taken care of

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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 ind

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Wang, Ying. "Determining the Method of Carrying Capacity Formula of Precast Concrete Sandwich wall slab by Finite Element." In 2016 5th International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2016). Atlantis Press, 2016. http://dx.doi.org/10.2991/iccahe-16.2016.65.

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Yu, Hailing, and David Jeong. "Finite Element Bond Modeling for Indented Wires in Pretensioned Concrete Crossties." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5782.

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Indented wires have been increasingly employed by concrete crosstie manufacturers to improve the bond between prestressing steel reinforcements and concrete, as bond can affect several critical performance measures, including transfer length, splitting propensity and flexural moment capacity of concrete ties. While extensive experimental testing has been conducted at Kansas State University (KSU) to obtain bond characteristics of about a dozen commonly used prestressing wires, this paper develops macro-scale or phenomenological finite element bond models for three typical wires with spiral or

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Yu, Hailing. "Estimating Deterioration in the Concrete Tie-Ballast Interface Based on Vertical Tie Deflection Profile: A Numerical Study." In 2016 Joint Rail Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/jrc2016-5783.

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In ballasted concrete tie track, the tie-ballast interface can deteriorate resulting in concrete tie bottom abrasion, ballast pulverization and/or voids in tie-ballast interfaces. Tie-ballast voids toward tie ends can lead to unfavorable center binding support conditions that can result in premature concrete tie failure and possible train derailment. Direct detection of these conditions is difficult. There is a strong interest in assessing the concrete tie-ballast interface conditions indirectly using measured vertical deflections. This paper seeks to establish a link between the vertical defl

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An, Chen, Xavier Castello, Andrielli M. Oliveira, Menglan Duan, Romildo D. Toledo Filho, and Segen F. Estefen. "Limit Strength of New Sandwich Pipes With Strain Hardening Cementitious Composites (SHCC) Core: Finite Element Modelling." In ASME 2012 31st International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/omae2012-83589.

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Sandwich Pipes (SP) can be an effective solution for the ultra-deepwater submarine pipeline, combining high structural resistance with thermal insulation. Besides polymer, strain hardening cementitious composites (SHCC), a micromechanically designed material with the characteristic of high tensile ductility, can be another choice for the annular material. The purpose of this work is to investigate numerically the limit strength of SP with SHCC under external pressure and longitudinal bending. The mechanical behaviour of SHCC is simulated using a Concrete Damaged Plasticity (CDP) model provided

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Reports on the topic "Concrete sandwich elements"

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Newberry, Charles Michael. Finite Element Simulation and Assessment of Single-Degree-of-Freedom Prediction Methodology for Insulated Concrete Sandwich Panels Subjected to Blast Loads. Precast/Prestressed Concrete Institute, 2011. http://dx.doi.org/10.15554/pci.rr.misc-003.

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NUMERICAL STUDY ON SHEAR BEHAVIOUR OF ENHANCED C-CHANNELS IN STEEL-UHPC-STEEL SANDWICH STRUCTURES. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.4.

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This paper firstly developed a three-dimensional (3D) finite element model (FEM) for enhanced C-channels (ECs) in steel-UHPC-steel sandwich structures (SUSSSs). The FEM was validated by 12 push-out tests on ECs with UHPC. With the validated FEM, this paper performed in-depth parametric studies on shear behaviours of ECs with ultra-high performance concrete (UHPC). These investigated parameters included bolt-hole gap (a), grade (M) and diameter (d) of bolt, core strength (fc), length of C-channel (Lc), and prestressing force ratio on bolt (ρ) in ECs. Under shear forces, the ECs in UHPC exhibite

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