Relevant bibliographies by topics / Concrete-steel composite structures

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

Academic literature on the topic 'Concrete-steel composite structures'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 February 2022

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Journal articles on the topic "Concrete-steel composite structures"

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Nakamura, Shunichi, and Peter Collin. "Steel Concrete Composite Structures: Introduction." Structural Engineering International 19, no. 4 (November 2009): 395. http://dx.doi.org/10.2749/101686609789846957.

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Yu.A., Kibireva, and Astafieva N.S. "The use of steel-concrete structures." Ekologiya i stroitelstvo 2 (2018): 27–34. http://dx.doi.org/10.35688/2413-8452-2018-02-004.

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This paper is dedicated to the analytical review of the historical evolution and the contemporary state of steel-concrete composite constructions, their advantages and disadvantages, a brief review of the specifics of methods for calculating and studies of steel-concrete composite constructions. The main goal of the research is to give a justified assessment of the actual situation of the steel-concrete composite constructions in modern construction. To achieve this goal the analysis of the object of research was used. Based on the results of the conducted research and study of literature and regulatory documents it is possible to draw the main conclusion about the prospects of using steel-concrete composite constructions for Russia due to the high efficiency of structures made of this material. In Russia the regulatory framework in the field of steel-concrete composite constructions is gradually expanding, and it creates the prerequisites for their wider application.
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Liew, J. Y. Richard, Jia-Bao Yan, and Zhen-Yu Huang. "Steel-concrete-steel sandwich composite structures-recent innovations." Journal of Constructional Steel Research 130 (March 2017): 202–21. http://dx.doi.org/10.1016/j.jcsr.2016.12.007.

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Wang, Yu-hang, Jian-guo Nie, and C. S. Cai. "Numerical modeling on concrete structures and steel–concrete composite frame structures." Composites Part B: Engineering 51 (August 2013): 58–67. http://dx.doi.org/10.1016/j.compositesb.2013.02.035.

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Hoffmann, Nadine, Lars Rölle, and Ulrike Kuhlmann. "Robustness for Large Steel-Concrete Composite Structures." IABSE Symposium Report 100, no. 2 (June 1, 2013): 112–19. http://dx.doi.org/10.2749/222137813807018962.

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Astakhov, I. V., A. Yu Kuznetsov, and D. V. Morozova. "Performance analysis of steel-concrete composite structures." Вестник гражданских инженеров 14, no. 3 (2017): 15–20. http://dx.doi.org/10.23968/1999-5571-2017-14-3-15-20.

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Bradford, M. A. "Computational Modelling of Steel-Concrete Composite Structures." Computational Technology Reviews 9 (September 2, 2014): 69–87. http://dx.doi.org/10.4203/ctr.9.3.

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Qiang, Zhang, Li Yaozhuang, and Kristijan Kolozvari. "Numerical modeling of steel–concrete composite structures." Structural Concrete 19, no. 6 (April 6, 2018): 1727–39. http://dx.doi.org/10.1002/suco.201700094.

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Nakamura, Shunichi, and Peter Collin. "Steel Concrete Composite Structures (Part II): Introduction." Structural Engineering International 20, no. 2 (May 2010): 126. http://dx.doi.org/10.2749/101686610791283542.

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Harding, J. E. "Steel-concrete composite structures: stability and strength." Journal of Constructional Steel Research 12, no. 3-4 (January 1989): 302–3. http://dx.doi.org/10.1016/0143-974x(89)90062-x.

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Dissertations / Theses on the topic "Concrete-steel composite structures"

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Rose, Paul Stuart. "Simulation of steel/concrete composite structures in fire." Thesis, University of Sheffield, 1999. http://etheses.whiterose.ac.uk/2995/.

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A finite element code has been developed at the University of Sheffield to simulate the structural response of steel and composite framed buildings subjected to fire. The steel skeleton is represented using two-noded line elements, the steel-to-steel connections using spring elements and the flooring system by isotropic flat shell elements. Structures are therefore considered as a complete entity, allowing a more realistic prediction of structural behaviour at elevated temperature. A series of numerical simulations of fire tests carried out on the full-scale, eight-storey composite frame at the BRE laboratory at Cardington in 1995 and 1996 have been conducted. These tests have been subject to a number of significant parametric studies including slab thickness and secondary beam connection strength and stiffness. The concrete floor slab element has also been extended to a layered flat shell element allowing the inclusion of material non-linearities, thermal bowing, thermal degradation, anisotropic properties and a more advanced cracking model. Using the new concrete floor slab element the Cardington fire tests have been simulated in detail, to further understanding of the structural reaction in fire. Another series of parametric studies have been conducted considering again the thickness of the floor slab, the effect of the slab temperature gradient, the compressive strength, tensile strength and load ratios. These have all been compared to results from the Cardington fire tests. Current design methods based on isolated element design are considered by comparing the results of analyses in which the concrete floor is either included as a continuous slab in an extensive subframe, or is treated simply as forming the flanges of composite beams in a three-dimensional skeleton. These examples show clearly the effects of membrane and bridging actions of the continuous floor slab. The implications for future design developments are discussed with particular reference to the parametric studies conducted.
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Qureshi, Jawed Qureshi. "Finite element modelling of steel-concrete composite structures." Thesis, University of Leeds, 2010. http://etheses.whiterose.ac.uk/21112/.

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The main objective of this research is to contribute to the knowledge and understanding of the behaviour of the headed stud shear connector in composite beams with trapezoidal profiled metal decking laid perpendicular to the axis of the beam through experimental and numerical studies. Push tests are used to study the behaviour of composite beams. A three-dimensional finite element model of the push test is developed using the general purpose finite element program ABAQUS and the push test is analysed using different concrete material models, and analysis procedures. The Concrete Damaged Plasticity model with dynamic explicit analysis procedure is found to have matched with experimental results very well in terms of the shear connector resistance, load-slip behaviour and failure mechanisms. The post-failure behaviour of the push test, which has not been modelled in the past, is accurately predicted in this study with the help of this modelling technique. The experimental investigation is conducted with a single-sided horizontal push test arrangement to study the influence of various parameters such as normal load, number of shear studs, reinforcement bar at the bottom trough, number of layers of mesh, position of mesh, position of normalload and various push test arrangements. To assess the accuracy and reliability of the developed finite element model, it is validated against push test experiments conducted in this study and variety of push tests carried out by other authors with different steel decks and shear stud dimensions, positions of the shear stud within a rib and push test arrangements. The results obtained from the finite element analysis showed excellent agreement with the experimental studies. The validated finite element model is used in a parametric study to investigate the effect of shear stud position, thickness of the profiled sheeting, shear connector spacing and staggering of shear studs on the performance of the shear stud. The results of the parametric study are evaluated and findings are used to propose the design equations for shear connector resistance taking into account the position of the shear stud and thickness of the profiled sheeting. The coefficient of correlation between experimental and predicted results is nearly equal to one, which indicates that the predicted results are accurate, and the proposed equations are suitable for future predictions.
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El-, Shihy A. M. "Unwelded shear connectors in composite steel and concrete structures." Thesis, University of Southampton, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.374861.

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Elagroudy, Hossam Aly. "BOND CHARACTERISTICS OF MICRO-COMPOSITE MULTI-STRUCTURAL FORMABLE STEEL USED IN REINFORCED CONCRETE STRUCTURES." NCSU, 2003. http://www.lib.ncsu.edu/theses/available/etd-07252003-213630/.

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The bond performance of a unique type of reinforcing steel rebars, claimed to have high corrosion resistance as well as high tensile strength, with concrete was studied. The objective was to investigate the bond behavior of straight rebars made out of this steel, named MMFX, embedded in concrete flexural members and to examine the applicability of the current expressions for bond force to predict the bond capacity of the MMFX bars embedded in concrete. Two phases of experimental investigation was conducted. In the first phase, four beam end specimens were tested and in the second phase eight splice beams were studied. The bond behavior of the MMFX steel bars was found to be similar to that of carbon steel. The bond strength of the MMFX is significantly reduced as the tensile stresses developed in the bar went beyond the proportional limit. Both the ACI code 318-02 equation for bond force and the current equation proposed by the ACI committee 408 for bond force gave conservative prediction for bond force for low stress levels. However, at high stress levels, the prediction of the two equations went to the unconservative side. The non linear behavior of the MMFX stress-strain curve was the reason behind the unconservative prediction. The above two equations were modified to ensure conservative prediction at high stress levels. A second degree best fitting curve was found to be the best to describe the relationship between the splice length and the bond force capacity for both # 6 and # 8 MMFX bars.
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Beshir, Moustafa. "Robustness of composite framed structures in fire." Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/robustness-of-composite-framed-structures-in-fire(9c72a722-5b6a-477b-ac84-cd243ab73f34).html.

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This thesis presents the results of a research study to investigate the behaviour of axially restrained composite beams at ambient and elevated temperatures, and how composite beams and their connections contribute to the robustness of composite framed structures in fire. The commercial finite element analysis package (ABAQUS, 2010) was used to develop the numerical simulation models. This research includes the following four main parts: (1) validation of the simulation model; (2) behaviour of axially restrained composite beams with partial shear interaction at ambient and elevated temperatures; (3) behaviour of composite beams with realistic connections at elevated temperatures and methods of increasing composite beam survival temperatures; and (4) response and robustness of composite frame structures with different extents of damage at elevated temperatures. Based on the results of composite beams, it was found that the survival of axially restrained beams is dominated by the development of catenary action. By utilising catenary action, it is possible for composite beams to develop load carrying capacity significantly above that based on bending resistance. During the development of catenary action, the compression force in the concrete flange of the composite beam decreases, thus reducing the forces in the shear connectors. As a result, the behaviour of shear connector failures ceases to be an issue during the catenary action stage. The results further show that, the load carrying capacities/survival temperatures of composite beams increase by increasing the level of axial restraint up to a certain limit and then decrease at higher levels. Typical realistic composite structures can provide composite beams with sufficient axial restraint to develop catenary action. For detailed composite beams with composite connections, three different beam sizes were investigated using flushed and extended end plate connections with different amounts of slab reinforcement, different load ratios and different bolt sizes. It has been found that the most important method to increase the survival time of composite beams is to use extended end plate connections with sufficient top and bottom reinforcement meshes in the concrete slab, i.e. increasing the amount of slab reinforcement is more beneficial than increasing the bolt size or the number of bolts. Based on the results of modelling a four bay (9 m each, two storey, 4 m high) composite frame with different extents of fire damage to different members, it was found that whenever any of the columns failed, progressive collapse of the frame would occur. Therefore, damages to columns should be prevented or the columns should be designed and constructed to allow for possible damage. If the beams are damaged, it is still possible for the damaged frame to achieve the reference fire resistance time of the undamaged structure (which is used as the criterion to accept that the damaged frame has sufficient robustness) by developing catenary action in the damaged beam. For this to happen, the columns should be designed to resist the catenary tensile force (tying force) in the beams, in addition to the compressive force.
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Ho, Sunny Leung Ming. "Repair of degraded concrete structures with composites : columns and slabs with reduced steel area /." View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20HO.

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Nezamian, Abolghasem 1968. "Bond strength of concrete plugs embedded in tubular steel piles." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5601.

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Fabrizzi, Marcela de Arruda. "Contribuição para o projeto e dimensionamento de edifícios de múltiplos andares com elementos estruturais mistos aço-concreto." Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-28082007-111757/.

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Este trabalho objetivou o estudo dos edifícios de múltiplos andares constituídos por elementos mistos aço-concreto, com enfoque acadêmico, porém abordando aspectos e recomendações normativas diretamente aplicadas na prática corrente da engenharia estrutural. A revisão bibliográfica foi realizada com base em estudos acadêmicos e normativos além do estudo de um edifício exemplo constituído por elementos mistos. Os elementos mistos lajes, vigas e pilares foram abordados inicialmente de forma isolada, com base nas recomendações normativas, sendo que ao final os elementos foram interligados, apresentando ao leitor os principais aspectos teóricos e normativos para o dimensionamento de um edifício completo constituído de elementos estruturais mistos.
This study aims the multiple storey buildings formed by composite elements steel-concrete, with academic emphasis, however approaching standard recommendations and aspects directly applied to the structural engineering. A bibliographic review based on academic and standard studies was made, besides the design of an example building formed by composite elements. The composite elements: slabs, beams and columns were firstly approached based on standard aspects, and in the end, the elements were interconnected and presented to the reader the main theoretical and standard aspects to the design of a complete building formed by composite structural elements.
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Alghrir, Yassin [Verfasser]. "New Concept for a Non-Welding Connection in Steel Structures and Steel-Concrete Composite Structures to Accommodate Large Building Tolerances Using Grout / Yassin Alghrir." Düren : Shaker, 2020. http://d-nb.info/1210389797/34.

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Vicedo, Yann. "Applications of steel-plate composite structures for nuclear modular construction." Thesis, KTH, Betongbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302440.

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Despite being the world’s second most important low-carbon source of electricity, the development of nuclear capacities is limited and does not comply with the International Energy Agency’s Sustainable Development Scenario. One of the main reasons for this lack of development is high and increasing costs of new nuclear capacities. In fact, capital costs can account for more than 80% of the Levelized Cost of Energy of a new nuclear power plant. Design accounts for about 10% and construction accounts for about 20% of the total capital cost. The importance of design and construction in nuclear power plants’ costs is partly due to limitations of traditional construction methods regarding both technical possibilities and realization schedules. Modular construction methods are proposed to reduce new nuclear power plants’ construction costs, and in particular steel-plate composite structures modular construction. Steel-plate composite structures consist of a structural interaction between thin steel plates and precast concrete. The aim of this thesis was to evaluate the capacity of modular construction, using steel-plate composite panels, to fulfil nuclear safety and functional requirements; as well as to identify potential related gains and opportunities. Advantages and constraints of steel-plate composite modules were identified in scientific literature and intergovernmental opportunity studies, and were related to the specificities of nuclear structures’ design and construction. Steel-plate composite structures modular construction is based on the manufacturing of steel concrete composite modules outside of the civil works site. The higher productivity of workshops and the possible task parallelization may lead to significant construction schedules shortening and capital costs reduction. In addition, steel-plate composite modules offer new technical possibilities which may help solving some constructability issues. However, steel-plate composite structures modular construction requires a reconsideration of the traditional design and construction methods, as they imply new challenges and constraints. In particular, the modularization issue should be addressed as soon as possible in the design, and the module manufacturing capacities should be quickly identified or created in order to deliver properly manufactured modules on-time. Considering the advantages and constraints of steel-plate composite structures modular construction, it appears that steel-plate composite modules may fit advantageously most of the nuclear design requirements. However, due to the lack of feedback, it is proposed that the usage of steel-plate composite modules be limited to critical concrete structures of the containment building. In particular, it appears that the containment dome and the reactor pit construction may benefit from steel-plate composite structures construction methods.
Trots att kärnkraften är världens näst viktigaste koldioxidsnåla elkälla är utvecklingen av kärnkraftskapaciteten begränsad och överensstämmer inte med Internationella energiorganets scenario för hållbar utveckling. En av de viktigaste orsakerna till denna långsamma utveckling är de höga och ökande kostnaderna för ny kärnkraftskapacitet. Kapitalkostnaderna kan faktiskt utgöra mer än 80 % av den energikostnaden för ett nytt kärnkraftverk. Konstruktionen står för cirka 10 % och byggandet för cirka 20 % av den totala kapitalkostnaden. Att projektering och byggande har så stor betydelse för kärnkraftverkens kostnader beror delvis på begränsningar i de traditionella byggmetoderna när det gäller både tekniska möjligheter och tidsplaner för genomförandet. För att minska byggkostnaderna för nya kärnkraftverk föreslås byggmetoder som bygger på moduler, ”modulära byggmetoder”, särskilt sådana byggmetoder för stålplåtskompositkonstruktioner. Stålplåtskompositkonstruktionen består av en tunn plåt som samverkar med förtillverkad betong. Syftet med denna avhandling var att utvärdera möjligheterna för modulära konstruktioner med stålplåtskompositpaneler att uppfylla kraven på kärnkraftssäkerhet och funktionalitet samt att identifiera potentiella vinster och förbättringar i samband med detta. Fördelar och begränsningar med stålplåtskompositmoduler identifierades i vetenskaplig litteratur och i mellanstatliga studier om möjligheter och relaterades till de särskilda egenskaperna hos kärnkraftstekniska konstruktioners utformning och konstruktion. Modulär konstruktion av stålplåtskompositkonstruktioner bygger på tillverkning av stålbetongkompositmoduler utanför byggarbetsplatsen. Den högre produktiviteten i verkstäderna och den möjliga parallelliseringen av arbetsuppgifter kan leda till en betydande förkortning av produktionstiderna och en minskning av kapitalkostnaderna. Dessutom erbjuder stålplåtskompositmoduler nya tekniska möjligheter som kan bidra till att lösa vissa byggbarhetsproblem. Modulbyggandet av stålplåtskompositkonstruktioner kräver dock en omprövning av de traditionella konstruktions- och byggmetoderna, eftersom de innebär nya utmaningar och begränsningar. I synnerhet bör modulariseringsfrågan tas upp så snart som möjligt i byggprocessen, och modultillverkningskapaciteten bör snabbt identifieras eller skapas för att kunna leverera korrekt tillverkade moduler i tid. Med tanke på fördelarna och begränsningarna med modulbyggandet av stålplåtskompositkonstruktioner verkar det som om stålplåtskompositmoduler med fördel kan uppfylla de flesta av kraven för kärnkraftsteknisk konstruktion. På grund av bristen på feedback föreslås dock att användningen av stålplåtskompositmoduler begränsas till kritiska betongkonstruktioner i inneslutningsbyggnaden. I synnerhet verkar det som om konstruktionen av inneslutningskupolen och reaktorstödstrukturen kan dra nytta av konstruktionsmetoderna för stålplåtskompositkonstruktioner
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Books on the topic "Concrete-steel composite structures"

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Composite structures of steel and concrete. 2nd ed. Oxford: Blackwell Scientific, 1994.

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Johnson, Roger P. Composite Structures of Steel and Concrete. Chichester, UK: John Wiley & Sons, Ltd, 2018. http://dx.doi.org/10.1002/9781119401353.

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Composite Structures of Steel and Concrete. New York: John Wiley & Sons, Ltd., 2008.

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Ranzi, Gianluca, ed. Time-dependent behaviour and design of composite steel-concrete structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.

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<p>Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance. <p>The time-dependent response of concrete and its infl uence on the service behaviour and design of composite structures are the main focus of this SED. For the fi rst time, a publication combines a state-of-the-art review of the research with the available design specifi cations of Europe, Australia and New Zealand, and USA. This publication intends to enhance the awareness of the service response of composite structures and of the latest research and standards’ developments. It is aimed at designers and researchers alike. <p>The review of research available in open literature is provided and arranged according to structural typologies, i. e. slabs, beams, and columns. It serves as background information for current service design rules and provides insight into the most recent research advancements. The review of available design guidelines presents the similarities and differences of the recommended service design procedures infl uenced by concrete time effects. Selected case studies of building and bridge projects show possible design approaches and the rationale required when dealing with the time-dependent response and design of composite structures. The authors of this publication are design engineers and academics involved in the service design and research on the time-dependent response of composite structures.
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International Symposium Composite Steel Concrete Structures (1987 Bratislava, Czechoslovakia). Medzinárodné sympózium Spriahnuté ocel'obetónové konštrukcie =: International Symposium Composite Steel Concrete Structures. Bratislava: Dom techniky ČSVTS Bratislava, 1987.

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Luís, Borges, Davaine Laurence 1975-, European Convention for Constructional Steelwork, and Associação Portuguesa de Construcao Metalica e Mista, eds. Fatigue design of steel and composite structures: Eurocode 3: Design of Steel Structures, Part 1-9 Fatigue, Eurocode 4: Design of Composite Steel and Concrete Structures. [Brussels, Belgium]: European Convention for Constructional Steelwork, 2011.

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Johnson, R. P. Eurocode No. 4: Common unified rules for composite steel and concrete structures. Luxembourg: Commission of the European Communities, 1985.

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ISFF, '91 (1991 Madras India). Fatigue and fracture in steel and concrete structures: ISFF '91 proceedings. New Delhi: Oxford & IBH Pub. Co., 1992.

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Schleich, J. B. Computer assisted analysis of the fire resistance of steel and composite concrete-steel structures (REFAO-CAFIR). Luxembourg: Commission of the European Communities, 1987.

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P, Johnson R., ed. Designers' guide to EN 1994-2 Eurocode 4: Design of composite steel and concrete structures. London: Thomas Telford, 2006.

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Book chapters on the topic "Concrete-steel composite structures"

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Roberts, T. M. "Steel Concrete Composite Construction." In Steel Plated Structures, 321–73. Vienna: Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5_6.

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Purkiss, J. A. "Thermal Expansion of Steel Fibre Reinforced Concrete up to 800°C." In Composite Structures 4, 404–15. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3455-9_31.

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Wang, Yong C. "Fire Resistance." In Composite Structures of Steel and Concrete, 223–45. Chichester, UK: John Wiley & Sons, Ltd, 2018. http://dx.doi.org/10.1002/9781119401353.ch6.

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Ranzi, Gianluca, and Raymond Ian Gilbert. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete slabs." In Time-dependent behaviour and design of composite steel-concrete structures, 41–59. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch3.

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<p>This chapter presents a state-of-the-art review of work published to date on the time-dependent response of composite steel-concrete slabs. The key components of this form of construction are introduced in the first part of the chapter, followed by a review of the time-dependent behaviour of the concrete and how it affects the in-service response of composite slabs. Throughout the chapter, particular attention is given to recent experimental and modelling work related to concrete time effects, and how these affect the in-service response of composite slabs, including the development of non-uniform shrinkage gradients that have been recently shown to occur in composite floors due to the inability of the concrete to dry from its underside because of the presence of the profiled steel sheeting.</p>
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Ranzi, Gianluca, Graziano Leoni, Raymond Ian Gilbert, Luigino Dezi, and Riccardo Zandonini. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete beams." In Time-dependent behaviour and design of composite steel-concrete structures, 61–82. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch4.

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<p>This chapter provides an overview of the work carried out to date on the long-term behaviour of composite steel-concrete beams. In the first part of the chapter, a description of the components forming a composite member is presented. This is followed by an outline of the main kinematic concepts, such as full and partial shear interaction, that influence the structural response of this form of construction due to the flexibility of the shear connection provided between the concrete and steel components. The review of the work performed on the time-dependent behaviour of concrete and its influence on the long-term structural response of composite beams for building and bridge applications is then presented. The modelling and experimental work considered in the review highlights the importance of considering concrete time effects, when predicting the in-service response of composite beams.</p>
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Saito, Hiroyuki. "Monitoring Method of Steel Reinforcement Corrosion Rate in Concrete." In Advances in Composite Materials and Structures, 101–4. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-427-8.101.

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Semko, Oleksandr, and Anton Hasenko. "Classification of Self-stressed Steel-Concrete Composite Structures." In Lecture Notes in Civil Engineering, 367–74. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-85043-2_34.

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Pérez Caldentey, Alejandro, John Hewitt, John van Rooyen, Graziano Leoni, Gianluca Ranzi, and Raymond Ian Gilbert. "Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete buildings." In Time-dependent behaviour and design of composite steel-concrete structures, 137–56. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch7.

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<p>This chapter presents a number of case studies that deal with the service design of composite steel-concrete buildings associated with the time-dependent behaviour of the concrete. The particular focus of this chapter is to outline key design aspects that need to be accounted for in design and that are influenced by concrete time effects. The first case study provides an overview of the design considerations related to the time-dependent column shortening in typical multi-storey buildings by considering the layout of the Intesa Sanpaolo Headquarters in Turin as reference. The second case study focuses on a composite floor of a commercial building constructed in Australia and it provides an overview of the conceptual design used to select the steel beam framing arrangement to support the composite floor system while accounting for concrete cracking and time effects. The third case study deals with the Quay Quarter Tower that has been designed for the repurposing of an existing 50-year old building in Australia while accounting for the time-dependent interaction between the existing and the new concrete components of the building.</p>
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Geng, Yue, Gianluca Ranzi, Yu-yin Wang, Raymond Ian Gilbert, and Sumei Zhang. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete columns." In Time-dependent behaviour and design of composite steel-concrete structures, 83–109. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch5.

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<p>This chapter presents a state-of-the-art review of the time-dependent behaviour of composite columns. The first part of the chapter outlines the available typologies and advantages of composite columns. This is followed by an overview of the time-dependent response of concrete (specific to composite columns) and an introduction to concrete confinement. The main part of the chapter is devoted to the state-of-the-art review on how concrete time effects influence the long-term and ultimate behaviour of concrete-filled steel tube (CFST) columns, and on the combined effects produced by sustained loading and chloride corrosion on CFST columns. The review then deals with the long-term behaviour of concrete-filled double skin tube (CFDST) and encased composite columns. The final parts of the chapter provide a review of the time-dependent differential axial shortening (DAS) in vertical components of multi-storey buildings and on the long-term response of arch bridges.</p>
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Ranzi, Gianluca, Giovanni Di Luzio, Massimiliano Bocciarelli, Graziano Leoni, Ahmet Abdullah Dönmez, Gianluca Cusatis, Alejandro Pérez Caldentey, and Raymond Ian Gilbert. "Time-dependent behaviour of concrete." In Time-dependent behaviour and design of composite steel-concrete structures, 13–40. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch2.

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<p>This chapter provides an introduction to the constitutive models commonly specified in design guidelines to describe the time-dependent behaviour of concrete and that can be used for the time-dependent analysis of composite structures. These formulations range from the simplest algebraic methods, such as the Effective Modulus Method that is widely recommended in design guidelines, to more sophisticated approaches that can account for creep and shrinkage effects in advanced modelling. The last part of the chapter provides a brief overview of multi-physics modelling that could be useful in predicting the concrete time-dependent response for composite construction.</p>
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Conference papers on the topic "Concrete-steel composite structures"

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Hoffmeister, B., G. Sedlacek, Ch Müller, and B. Kühn. "High Strength Materials in Composite Structures." In 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)78.

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C. P. C., Bruwer, and Dundu M. "Structural Behaviour of Composite Concrete-Steel Slabs." In 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-we003.

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Lee, Seong-Hui, Sun-Hee Kim, Yong-Hwan Choi, Brian Uy, and Sung-Mo Choi. "Behavior of Circular Concrete Filled Steel Tubular(CFST) Column using High Strength Steel and Concrete under Eccentric Loading." In 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-th017.

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Kodur, V. K. R. "Achieving Fire Resistance Through Steel Concrete Composite Construction." In Structures Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)53.

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Kurz, Wolfgang, and Christopher Kessler. "Evaluation of Adhesive Bonded Steel Concrete Composite Structures." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)330.

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Jianguo, Nie, Li Faxiong, and Wu Lili. "The Stability Study on Steel-Concrete Composite Plates." In 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-fr014.

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Hegger, Josef, and Peter Döinghaus. "High Performance Steel and High Performance Concrete in Composite Structures." In 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)77.

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Z., Tao, Han L. H., Wang W. D., and Du T. Z. "Behaviour of Semi-Rigid Frames with Concrete-Filled Steel Tubular Columns and Steel Beams." In 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-we035.

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X., Ji, Qian J., and Jiang Z. "Seismic Behaviour of Steel Tube-Reinforced Concrete Composite Walls." In 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-we012.

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Denavit, Mark D., Jerome F. Hajjar, Roberto T. Leon, and Tiziano Perea. "Analysis and Design of Steel-Concrete Composite Frame Systems." In Structures Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.228.

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Reports on the topic "Concrete-steel composite structures"

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Guo, Yu-Tao, Jian-Sheng Fan, and Jian-Guo Nie. THE NEW TREND OF COMPARTMENT STEEL-CONCRETE-STEEL COMPOSITE STRUCTURES IN IMMERSED TUNNELS. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.100.

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ZHANG, Qing-Jie, and Markus SCHÄFER. COMPARISON OF EN1994-1-1 AND CHINESE JGJ138-2016 FOR DESIGN OF COMPOSITE STRUCTURES OF STEEL AND CONCRETE. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.130.

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Chen, Weile, Shenyou Song, Wenliang Jin, Yuqing Liu, and Yongxuan Li. LATERAL STATIC ANALYSIS ON STEEL-CONCRETE-STEEL COMPOSITE STRUCTURE IN IMMERSED TUNNEL OF SHENZHEN-ZHONGSHAN LINK. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.088.

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ADVANCES IN STEEL-Concrete composite STRUCTURES: australian experiences. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.k.06.

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DEVELOPMENTS AND BEHAVIORS OF SLIP-RELEASED NOVEL CONNECTORS IN STEEL-CONCRETE COMPOSITE STRUCTURES. The Hong Kong Institute of Steel Construction, March 2019. http://dx.doi.org/10.18057/ijasc.2019.15.1.5.

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