Relevant bibliographies by topics / Composite slab systems

Contents

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

Academic literature on the topic 'Composite slab systems'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Composite slab systems"

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Flores Bastidas, Camilo, Constanza Lucia Flores Bastidas, Jun Ichiro Giorgos Tsutsumi, and Caori Patricia Takeuchi. "Approach to the Load Resistance in Two Kinds of Bamboo Reinforced Concrete Slab." Advanced Materials Research 261-263 (May 2011): 459–63. http://dx.doi.org/10.4028/www.scientific.net/amr.261-263.459.

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Steel reinforced concrete is generally used in houses structure elements. However bamboo strength properties similarly to the wood, make it an alternative concrete composite material. Load test were performed in two kinds of bamboo guadua concrete reinforced composite slabs. During the tests the slabs functioned as domestic roofing-flooring in standing houses, the slab systems tested were bamboo stem covered slab and stem free slab. Two different tests were designed to measure the deflection in the middle of the composite slab and along a single bamboo stem. In three different slab sizes and a
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Joshani, M., S. S. R. Koloor, and Redzuan Abdullah. "Damage Mechanics Model for Fracture Process of Steel-Concrete Composite Slabs." Applied Mechanics and Materials 165 (April 2012): 339–45. http://dx.doi.org/10.4028/www.scientific.net/amm.165.339.

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Composite slab construction using permanent cold-formed steel decking has become one of the most economical and industrialized forms of flooring systems in modern building structures. Structural performance of the composite slab is affected directly by the horizontal shear bond phenomenon at steel-concrete interface layer. This study utilizes 3D nonlinear finite element quasi-static analysis technique to analyze the shear bond damage and fracture mechanics of the composite slabs. Fracture by opening and sliding modes of the plain concrete over the corrugated steel decking had been modeled with
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de Andrade, Sebastião A. L., Pedro C. G. da S. Vellasco, José Guilherme S. da Silva, and Tadeu H. Takey. "Standardized composite slab systems for building constructions." Journal of Constructional Steel Research 60, no. 3-5 (2004): 493–524. http://dx.doi.org/10.1016/s0143-974x(03)00126-3.

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Petrolito, J., and B. W. Golley. "Macro element analysis of composite beam-slab systems." Computers & Structures 33, no. 1 (1989): 139–48. http://dx.doi.org/10.1016/0045-7949(89)90136-3.

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Mohamed, Osama Ahmed, Manish Kewalramani, and Rania Khattab. "Fiber Reinforced Polymer Laminates for Strengthening of RC Slabs against Punching Shear: A Review." Polymers 12, no. 3 (2020): 685. http://dx.doi.org/10.3390/polym12030685.

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Reinforced concrete flat slabs or flat plates continue to be among the most popular floor systems due to speed of construction and inherent flexibility it offers in relation to locations of partitions. However, flat slab/plate floor systems that are deficient in two-way shear strength are susceptible to brittle failure at a slab–column junction that may propagate and lead to progressive collapse of a larger segment of the structural system. Deficiency in two-way shear strength may be due to design/construction errors, material under-strength, or overload. Fiber reinforced polymer (FRP) composi
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BRITTO, G. F. J., V. S. SILVA, and J. P. GONÇALVES. "Experimental analysis of longitudinal shear of composite slabs." Revista IBRACON de Estruturas e Materiais 13, no. 3 (2020): 515–42. http://dx.doi.org/10.1590/s1983-41952020000300005.

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Abstract The composite concrete slab systems with steel-deck incorporated has become an alternative to conventional slab models, since it often does not require the use of shoring, promoting several constructive practices, beyond operation of the reinforcement as a positive moment. The procedure of verification of composite slabs is based on the semi-empirical method m and k. The purpose of this paper was to investigate the application of the "m-k method" in a group of slabs with alternative dimensions as the usually adopted in the tests, even as to correlate the values obtained with the resul
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Saggaff, Anis, M. Md Tahir, Norwati Jamaluddin, Poi Ngian Shek, and Cher Siang Tan. "Experimental Tests on Composite Beam with Various Slab Systems." Applied Mechanics and Materials 166-169 (May 2012): 33–36. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.33.

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This paper presents the structural behaviour of composite beams with various floor systems tested in full-scale arrangement. Six full-scale specimens with staggered and non-staggered arrangement of studs on the composite beams were tested until failure. The moment capacities obtained from the experiment are compared with the theoretical values established from BS 5950 and Eurocode 4. The experimental results showed good agreement with theoretical predictions while no significant influences were found between staggered and non-staggered arrangement of studs.
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Deam, Bruce L., Massimo Fragiacomo, and Andrew H. Buchanan. "Connections for composite concrete slab and LVL flooring systems." Materials and Structures 41, no. 3 (2007): 495–507. http://dx.doi.org/10.1617/s11527-007-9261-x.

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Nie, Jian-guo, and Mu-xuan Tao. "Slab spatial composite effect in composite frame systems. II: Equivalent stiffness and verifications." Engineering Structures 38 (May 2012): 185–99. http://dx.doi.org/10.1016/j.engstruct.2011.11.036.

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Elghazouli, A. Y., and B. A. Izzuddin. "Response of idealised composite beam–slab systems under fire conditions." Journal of Constructional Steel Research 56, no. 3 (2000): 199–224. http://dx.doi.org/10.1016/s0143-974x(00)00006-7.

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Dissertations / Theses on the topic "Composite slab systems"

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Piotter, Jason Matthew. "Longitudinal Slab Splitting in Composite Girders." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/31765.

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Longitudinal slab splitting in composite hot rolled girders and joist girders was investigated. Two different type of framing configurations were studied with two tests conducted per configuration. The framing configurations were designated as either flush-framed or haunched, which describes the framing of the joists into the joist girders or H-shape. Each floor system consisted of at least one exterior or spandrel joist girder, one interior joist girder, and in three of the four tests, an exterior or spandrel H-shape. The nominal lengths of the girders were 30 ft 4 in. with a centerline s
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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 differ
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Stadler, Martin Verfasser], Martin [Akademischer Betreuer] [Mensinger, Peter [Akademischer Betreuer] Schaumann, and Ian W. [Akademischer Betreuer] Burgess. "Design of Composite Slab Systems in Case of Fire Using Simplified Finite Element Analyses / Martin Stadler. Gutachter: Martin Mensinger ; Peter Schaumann ; Ian W. Burgess. Betreuer: Martin Mensinger." München : Universitätsbibliothek der TU München, 2012. http://d-nb.info/1024964027/34.

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Lima, Ygor Dias da Costa. "Alternativa de sistemas de lajes para edifício em aço : um estudo comparativo." Universidade Federal de São Carlos, 2009. https://repositorio.ufscar.br/handle/ufscar/4645.

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Made available in DSpace on 2016-06-02T20:09:11Z (GMT). No. of bitstreams: 1 2650.pdf: 5740203 bytes, checksum: 7179b3cceecc59296850ba33bcd2404f (MD5) Previous issue date: 2009-08-28<br>This work is aimed at studying slab systems for steel structures by assessing massive conventional slab, framed slab, pre-cast slabs, compsite slab systems and other systems of steel and concrete. Characteristics as well as structural and building advantages and disadvantages of each slab system for steel structures usage are addressed. Based on a defined architecture, a structural project will be developed i
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Peña-Ramos, Carlos Enrique 1962. "CONCRETE PONDING EFFECTS IN COMPOSITE FLOOR SYSTEMS." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/276421.

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VIANNA, JULIANA DA CRUZ. "COMPOSITE SLAB SYSTEM FOR RESIDENTIAL CONSTRUCTIONS USING COLD FORMED STEEL PLATES WITH EMBOSSMENTS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2005. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=6962@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Nos trabalhos já concluídos nesta linha de pesquisa foram desenvolvidos protótipos de deck-metálico (steel-deck), empregando-se diversas formas de ligação entre a chapa de aço e o concreto armado, tais como: corrugações de alma (Andrade, 1986), parafusos auto-brocantes (Takey, 2001), septos em perfís tipo bandeja (Vieira, 2003) e corrugações circulares profundas (Beltrão,2003). Com a intenção de se desenvolver um novo perfil metálico que apresentasse uma boa aderência mecânica entre o concreto e o aço e com características
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Očadlík, Martin. "Výstavní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265243.

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The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main lo
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Remeš, Dominik. "Mateřská škola Domino." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265389.

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This final thesis "Kindergarten Domino" was made as a project documentation for a building construction. The kindergarten is designed for 24 children. Kindergarden is designed as a detached building consists of two above-ground floors. Behind the building, there is a large garden, which is a part of the property. Building is situated on a sloping terrain in a walking distance from a residential area of Šlapanice. There are two operating units: technical part (managemant part) and activity unit. Kindergarten is planed as a masonry building, based on strip foundations.
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Tichá, Kateřina. "Mateřská školka." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372305.

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This final thesis "Kindergarten" was made as a project documentation for a building construction. The kindergarten is designed for maximal 28 children. Kindergarden is designed as a detached building consists of two above-ground floors. Behind the building, there is a large garden, which is a part of the property. Building is situated on a sloping terrain in a walking distance from a residential area of Hajany. There are two operating units: technical part (managemant part) and activity unit. Kindergarten is planed as a masonry building, based on strip foundations.
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Souza, Patricia Tavares de. "Análise teórica e experimental de pisos mistos de pequena altura compostos por vigas metálicas e lajes alveolares de concreto." Universidade de São Paulo, 2016. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-06042016-112204/.

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No mercado mundial existe uma visível tendência de tornar as obras mais industrializadas e racionalizadas com o objetivo de reduzir os desperdícios, acelerar a velocidade de execução das obras e garantir maior qualidade às mesmas. A adoção de elementos estruturais com certo grau de industrialização pode trazer benefícios em relação aos custos, à mão de obra, ao tempo de execução e ao impacto ambiental. Neste contexto, as estruturas mistas de aço e concreto satisfazem essa necessidade, pois tanto os elementos de aço quanto os elementos de concreto podem ser pré-fabricados, ficando apenas as eta
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Book chapters on the topic "Composite slab systems"

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Castellanos, Malu, Fabio Casati, Umeshwar Dayal, and Ming-Chien Shan. "Intelligent Management of SLAs for Composite Web Services." In Databases in Networked Information Systems. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-39845-5_13.

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Donchev, Ted, and Parviz Nabi. "Non-Bolted Anchorage Systems for CFRP Laminates Applied for Strengthening of RC Slabs." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_161.

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Gobinath, G., Mohit Verma, and N. Anandavalli. "Numerical Investigation on the Flexural Performance of Laced Steel–Concrete Composite (LSCC) One-Way Slab System." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0365-4_23.

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Bob, Corneliu, Sorin Dan, Catalin Badea, Aurelian Gruin, and Liana Iures. "Strengthening of the Frame Structure at the Timisoreana Brewery, Romania." In Case Studies of Rehabilitation, Repair, Retrofitting, and Strengthening of Structures. International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/sed012.057.

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&lt;p&gt;Many structures built in Romania before 1970 were designed for gravity loads with inadequate lateral load resistance because earlier codes specified lower levels of seismic loads. Some of these structures are still in service beyond their design life. Also, some deterioration was observed in existing structures due to the actions of different hazard factors. This paper presents the case study of a brewery with reinforced concrete framed structure of five storeys and a tower of nine storeys, which has been assessed and strengthened. The brewery and the tower were built in 1961 and an extension in 1971. An assessment performed in 1999 showed up local damages at slabs, main girders, secondary beams, and columns; concrete carbonation; concrete cover spalled over a large surface; complete corrosion of many stirrups and deep corrosion of main reinforcement; and some broken reinforcement. Such damage was caused by salt solution, CO2, relative humidity RH 80%, and temperatures over 40◦C. Also, inadequate longitudinal reinforcement was deduced≈ from the structural analysis. The initial design, done in 1960, was according to the Romanian codes of that time with provisions at low seismic actions. The structural system weakness is due to present-day high seismic actions. The rehabilitation of the reinforced concrete structure was performed by jacketing with reinforced concrete for the main and secondary beams and columns. In 2003, due to continuous operation and subsequent damage of the structure, a new assessment was required. It was found that some beams and one column were characterized by inadequate main and shear reinforcement as well as corrosion of many stirrups at beams. The strengthening solution adopted was based on carbon fibre reinforced polymer composites for beams and column.&lt;/p&gt;
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Bloodworth, A. G., and J. R. Szczerbicki. "ADVANCED POLYMER COMPOSITE AND CONCRETE BEAM AND SLAB SYSTEMS." In Advanced Polymer Composites for Structural Applications in Construction. Elsevier, 2004. http://dx.doi.org/10.1533/9781845690649.4.327.

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Takasuka, T., T. Kumano, and K. Sugiura. "The study on structural characteristics for the steel concrete composite slab using Deformed Flange T-shapes." In Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications. CRC Press, 2019. http://dx.doi.org/10.1201/9780429426506-209.

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"Jones, R.A. and Peiris, R.S.A., "Load Distribution Analysis Of A Continuous Two-Span Multi-Beam Bridge Deck", ARRB (Australia Road Research Board) Proceedings, Vol. II, Part 2,1982. 16. "Distribution Of Wheel Loads On Highway Bridges", NCHRP Project 20-5, Topic 14-22, February, 1984 17. Hays, C.O. and Hackey, J.E., "Lateral Distribution Of Wheel Loads On Highway Bridges using The Finite Element Method", Structures And Materials Research Report No. 84-3, University of Florida, Department of Civil Engineering, December, 1984. 18. Newmark, N.M., Seiss, C.P. and Penman, R.R., "Studies of Slab And Beam Highway Bridges - Part I Tests Of Simple Span Right I-Beam Bridges", University of Illinois, Bulletin, March, 1946. 19 Burdette, E.G. and Goodpasture, D.W., "Full-Scale Bridge Testing - An Evaluation of Bridge Design Criteria", Final Report. The University of Tennessee, Department of Civil Engineering, Dec. 1971. 20. King, J.P.C. and Csagoly, P.F., "Field Testing of Aguasabon River Bridge in Ontario", Transportation Research Record 579, 1976. 21. Dorton, R.A., Holowka, M., and King, J.P.C., "The Conestogo River Bridge - Design and Testing", Canadian Journal of Civil Engineering, Vo). Heins, C.P., "Highway Bridge Field Tests In The United States, 1948-70', pulbic Roads, 1972. 25. Gangarao, H.V.S., "Survey Of Field And Laboratory Tests On Bridge Systems", Transportation Research Record 645, 1977." In Composite Steel Structures. CRC Press, 1987. http://dx.doi.org/10.1201/9781482286359-14.

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Cheng, Lijuan, and Vistasp M. Karbhari. "Characterization and Design Optimization of FRP Composite Modular System for Slab-on-Girder Bridges." In Composite Technologies for 2020. Elsevier, 2004. http://dx.doi.org/10.1016/b978-1-85573-831-7.50050-x.

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Shen, S. L., J. C. Chai, and N. Miura. "Stress Distribution in Composite Ground of Column-Slab System Under Road Pavement." In Computational Mechanics–New Frontiers for the New Millennium. Elsevier, 2001. http://dx.doi.org/10.1016/b978-0-08-043981-5.50075-4.

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Wijayawardane, I., H. Mutsuyoshi, and S. Perera. "Flexural behavior of composite girders consisting of HFRP and UHSFRC slabs." In Life-Cycle of Civil Engineering Systems. CRC Press, 2014. http://dx.doi.org/10.1201/b17618-295.

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Conference papers on the topic "Composite slab systems"

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Sanchez, T. Andres, Brad Davis, and Thomas M. Murray. "Floor Vibration Characteristics of Long Span Composite Slab Systems." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)32.

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Ahmed, Inas Mahmood, Konstantinos Daniel Tsavdaridis, Farzad Neysari, and John Forth. "Push-Out Tests for a Novel Prefabricated Steel-Concrete Composite Shallow Flooring System." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6925.

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This paper introduces a novel prefabricated and shallow steel-concrete composite flooring system which is consisted of two main structural components: two C-channel steel beams and a partially encased concrete floor. The concrete floor, which is in the form of T ribbed slab sections, was constructed using two types of concrete (reinforced normal concrete and reinforced lightweight aggregate concrete). The steel edge beams partially encase the floor slab and provide clear and straight finish edges. The floor slab spans to a maximum of 2.0m inclusive of the width of the steel edges with a finish
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Meyer, Patrick, Peter Schaumann, Martin Mensinger, and Suet Kwan Koh. "Experimental investigations on the load bearing behaviour of an innovative prestressed composite floor system in fire." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7020.

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In Germany, regulations for hollow spaces in slab systems require 30 minutes standard fire resistance of the load-bearing steel construction. Within a current national research project a natural fire scenario for the hollow space was developed based on realistic fire loads and ventilation conditions in the hollow space. Assuming this realistic fire scenario in the hollow space, two large scale tests on an innovative composite floor system were performed to evaluate the influence on the load bearing behaviour of the floor system. The integrated and sustainable composite floor system consists of
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Vasdravellis, George, and Eliza Feidaki. "Horizontal push out tests on a steel-yielding demountable shear connector." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7073.

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The most common type of a steel concrete composite beam is the one using conventional welded headed studs to connect the top flange of a steel beam to the concrete slab. However, the monolithic structure between the headed studs and the concrete slab prevents the deconstruction of the beam. More sustainable solutions in construction can be achieved by developing demountable connections which allow for fully deconstruction and reuse of all structural systems. This paper presents a novel demountable shear connector for use in steel concrete composite beams in conjunction with precast hollow core
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Ciutina, Adrian, Cristian Vulcu, and Rafaela Don. "Semi-continous beam-to-column joints for slim-floor systems in seismic zones." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7199.

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The slim-floor building system is attractive to constructors and architects due to the integration of steel beam in the overall height of the floor, which leads to additional floor-to-floor space, used mostly in acquiring additional storeys. The concrete slab offers natural fire protection for steel beams, while the use of novel corrugated steel sheeting reduces the concrete volume, and replaces the secondary beams (for usual spans of steel structures). Currently the slim-floor solutions are applied in non-seismic regions, and there are few studies that consider continuous or semi-continuous f
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Rahman, Muhammad M., and Shantanu S. Shevade. "Fluid Flow and Heat Transfer in a Composite Trapezoidal Microchannel." In ASME 2005 Summer Heat Transfer Conference collocated with the ASME 2005 Pacific Rim Technical Conference and Exhibition on Integration and Packaging of MEMS, NEMS, and Electronic Systems. ASMEDC, 2005. http://dx.doi.org/10.1115/ht2005-72407.

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The study considered the analysis of heat transfer in a composite channel of trapezoidal cross-section fabricated by etching a silicon &amp;lt;100&amp;gt; wafer and bonding that with a slab of gadolinium. Gadolinium is a magnetic material that exhibits high temperature rise during adiabatic magnetization around its transition temperature of 295K. Heat was generated in the substrate by the application of magnetic field. The conjugate heat transfer scenario where part of generated heat is directly dissipated to the working fluid from gadolinium whereas part is conducted through the silicon struc
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Gernay, Thomas, and Negar E. Khorasani. "Demonstrating Performance-Based Fire Design of Composite Buildings." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0339.

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&lt;p&gt;Performance-Based Fire Engineering (PBFE) is gaining traction in the US, with the aim to provide safe, resilient and cost-effective design solutions for structural systems in our evolving communities. Steel-framed buildings with composite steel-concrete floors are widely used in practice and offer opportunities for achieving robust fire performance through PBFE. This paper demonstrates the design process, computational modeling approaches, and main assumptions for PBFE of steel-concrete composite buildings using a streamlined and systematic methodology. Performance expectations are ex
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Huang, Yong, Qing Gao, Yan Liu, and Y. Y. Yan. "Thermal Absorption on Solar Energy Collection in Solid Structure." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-40043.

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The application of seasonal solar energy usually needs a convenient thermal collection system attached to the engineering. The study of solar energy collection in solid structure was to explore available methods and assess to the possibility of renewable energy generation being exploited within the highway network. The solid structure, like road, building wall and envelop as solar collector has been being considered to be an effective way using renewable energy. This paper focused on the characteristics of temperature in four structures, such as asphalt, red brick, composite cement and concret
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Ma, Thomas, Quazi Hossain, and Farhang Ostadan. "Generation of In-Structure Response Spectra Considering Secondary System Mass Interaction." In ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-2129.

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With the advancement in computer capabilities, seismic soil-structure interaction (SSI) models of nuclear facility structures are no longer limited to few lumped masses on beam stick elements. Nowadays, more rigorous finite element models (FEMs) are often used for SSI analyses to predict the response of the structure as well as to develop in-structure response spectra for seismic qualification of equipment. However, in these models, it is not practical to accurately and explicitly represent the floor slabs that are often of composite design and has openings, because such a representation would
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DeVito, Anthony, Alex Krutovskiy, and Leszek Czajkowski. "LaGuardia Airport Design Build Extends Runway Decks for Safety Improvement." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2229.

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&lt;p&gt;Land is scarce near LaGuardia airport, a major and unique component of NYC's urban infrastructure, and the safety of air passengers and neighboring Queens NY residents was of paramount importance in the design. The challenge of expanding the runways was met with design-build for both quick and efficient design and construction which could also accommodate future regional growth.&lt;/p&gt;&lt;p&gt;The purpose of the LGA Runway Extension Project is to extend the existing runways into Flushing Bay as a safety area improvement to support Engineered Material Arresting System (EMAS) - a cru
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Reports on the topic "Composite slab systems"

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Weiss, Charles, William McGinley, Bradford Songer, Madeline Kuchinski, and Frank Kuchinski. Performance of active porcelain enamel coated fibers for fiber-reinforced concrete : the performance of active porcelain enamel coatings for fiber-reinforced concrete and fiber tests at the University of Louisville. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40683.

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Abstract:
A patented active porcelain enamel coating improves both the bond between the concrete and steel reinforcement as well as its corrosion resistance. A Small Business Innovation Research (SBIR) program to develop a commercial method for production of porcelain-coated fibers was developed in 2015. Market potential of this technology with its steel/concrete bond improvements and corrosion protection suggests that it can compete with other fiber reinforcing systems, with improvements in performance, durability, and cost, especially as compared to smooth fibers incorporated into concrete slabs and b
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