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Relevant bibliographies by topics / Concrete design

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Dissertations / Theses
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Academic literature on the topic 'Concrete design'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Concrete design"

1

Flohr, Alexander, and Andrea Osburg. "Design and Development of Concretes for Special Rehabilitation Tasks." MATEC Web of Conferences 199 (2018): 07001. http://dx.doi.org/10.1051/matecconf/201819907001.

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The requirements for concrete restoration are not only aspects of retrofitting or restoration of bearing capacity but also aspects of preservation of historic structures, such as industrial monuments or civil engineering structures and buildings of the 1960s [1]. Thereby the facsimile replication of the concrete surface is a particular challenge. For the manufacture of delicate and complex structures with restricted accessibility self-compacting concrete (SCC) is well suited [2]. A modification with polymers normally ensures the durability of repair mortars or concretes (PCC) [3]. The combinat

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Müller, Harald S., and Michael Haist. "Design approaches for sustainable concrete mixes and structural components." Revista Ingeniería de Construcción 39 (2024): 1–10. https://doi.org/10.7764/ric.00125.21.

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Changes in the current use of concrete materials and design approaches are mandatory in order to comply with the requirements imposed on future sustainable concrete structures. Before this background the article indicates the design of sustainable concrete mixes (green concretes or eco-concretes) and the structural components made from them. Such concretes are characterized by a pronouncedly reduced CO2 footprint compared to conventional structural concretes made purely with Ordinary Portland Cement (OPC). After an introduction to the sustainability problems of today's structural concretes, th

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Leczovics, Péter, and Erzsébet Domonyi. "Concrete-Design." YBL Journal of Built Environment 2, no. 2 (2014): 38–49. http://dx.doi.org/10.1515/jbe-2014-0009.

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Abstract Present paper introduces a new interpretation of concrete, demonstrating some extreme possibilities of this rigid material such as a design element. In the first part a brief overview of the previous achievements are shown. The second part of this paper focuses on the relationship between concrete and fashion. The „typCon” studio was founded in the Institute of Construction Management of the Szent István University, Ybl Miklós Faculty of Architecture and Civil Engineering. The new developments, researches and formulas related to concrete design elements are also introduced.

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Müller, Harald S. "Green Concretes : Principle Design Approaches for Materials and Components." Concrete Structures 24 (2023): 25–30. http://dx.doi.org/10.32970/cs.2023.1.4.

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This article deals with the evaluation and design of eco-concretes (green concretes) and structural components made from them. Such concretes are characterized by a pronouncedly reduced CO2 footprint compared to conventional structural concretes made with Portland cement clinker. After an introduction to the sustainability problems of today’s structural concretes, the basic approaches to the development of sustainable concretes are presented. The specific parameter Concrete Sustainability Potential is introduced, which combines the main effecting parameters environmental impact, service life (

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Wilby, C. B. "Reinforced concrete design." Construction and Building Materials 1, no. 1 (1987): 58. http://dx.doi.org/10.1016/0950-0618(87)90068-7.

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BABCOCK, Rebecca, and Talat SALAMA. "Analysis of alternative sustainable approach to concrete mixture design." Journal of Sustainable Construction Materials and Technologies 7, no. 2 (2022): 40–52. http://dx.doi.org/10.47481/jscmt.1114597.

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Sustainability is a growing area of concern, especially amid the concrete industry. Concrete, especially traditional concrete, which contains Portland cement, is extremely harmful to the environment producing mass amounts of carbon dioxide. Additionally, the harvesting of these materials, like lime, cause significant damage to waterways and the ecosystem. For years, studies have found numerous, more sustainable, alternatives that are structurally equivalent to traditional concrete. The Connecticut Department of Transportation does allow for the use of alternative “green” concretes as long as t

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Gupta, Sakshi. "Concrete Mix Design Using Artificial Neural Network." Journal on Today's Ideas-Tomorrow's Technologies 1, no. 1 (2013): 29–43. http://dx.doi.org/10.15415/jotitt.2013.11003.

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Arun Kumar, Rajamoori, and B. Vamsi Krishna. "Design of Pre-Stressed Concrete T-Beams." International Journal of Scientific Engineering and Research 2, no. 8 (2014): 37–42. https://doi.org/10.70729/j2013338.

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Tanveer Majid, Muhammad. "The effect of twisted polymer fibers on the physical and mechanical properties of C35 concrete." Journal of Research in Science, Engineering and Technology 7, no. 4 (2020): 11–15. http://dx.doi.org/10.24200/jrset.vol7iss4pp11-15.

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Concrete as the most used material, is known as an integral part of construction. So far, many studies have been done in the field of improving the quality of concrete that most of them have examined change in concrete mix design; however, the use of additives and also replacing commonly used materials in concrete with new materials always has been considered. Today, different fibers, especially Forta fibers, are used. In this study, experiments on Forta fiber- reinforced concrete are described. The concrete mixing design and Forta fiber properties are also briefly described. The comparison be

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Pushkar, Svetlana. "The Effect of Different Concrete Designs on the Life-Cycle Assessment of the Environmental Impacts of Concretes Containing Furnace Bottom-Ash Instead of Sand." Sustainability 11, no. 15 (2019): 4083. http://dx.doi.org/10.3390/su11154083.

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The results of life-cycle assessments (LCAs) of concrete are highly dependent on the concrete design method. In this study, LCAs were conducted to evaluate the environmental impacts of the replacement of sand with furnace bottom-ash (FBA) in concrete. In the FBA-based concretes, sand was replaced with FBA at proportions of 0, 30, 50, 70, and 100 wt%. Two design methods were studied: (i) concrete with fixed slump ranges of 0–10 mm (CON-fix-SLUMP-0-10) and 30–60 mm (CON-fix-SLUMP-30-60); and (ii) concrete with fixed water/cement (W/C) ratios of 0.45 (CON-fix-W/C-0.45) and 0.55 (CON-fix-W/C-0.55)

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Dissertations / Theses on the topic "Concrete design"

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Zabihi, Nadia. "Concrete Exploration." Thesis, Konstfack, Industridesign, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:konstfack:diva-5974.

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Söderqvist, Johan. "Design of concrete pavements : design criteria for plain and lean concrete." Licentiate thesis, KTH, Civil and Architectural Engineering, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4206.

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<p>New road infrastructure projects are important and constitute of large investments that have to serve the society for a long time. The investments have to be durable at the lowest life cycle cost and the pavements have to sustain loads from increasing traffic intensity and heavy traffic loads. In Sweden less than 1 ‰ of the national road network consists of concrete pavements. In parts of Europe and in the U.S., on the other hand, concrete roads are used to a large extent for highways as well as rural roads. To encourage the competition between different road materials in Sweden, the tools

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Söderqvist, Johan. "Design of concrete pavements : design criteria for plain and lean concrete /." Stockholm : Division of Structural Design and Bridges, Royal Institute of Technology, 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4206.

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Ore, Andrade Harold Oscar Rosil, and Diaz Miguel Angel Portillo. "Propuesta de diseño de mezcla para un concreto permeable de FC=175kg/cm² en veredas." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2019. http://hdl.handle.net/10757/635423.

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El Perú presenta diversas eventualidades como las lluvias, que retrasan distintas actividades que promueven el crecimiento económico del país. Las zonas urbanas necesitan una mejora continua del entorno con mejores infraestructuras para promover el crecimiento y reducir los accidentes. En la actualidad, se necesita fomentar por el medio local soluciones innovadoras para la evacuación de altas precipitaciones. El concreto permeable es un tipo de concreto cuya tecnología permite que el agua discurra a través de su estructura por la alta porosidad que posee a diferencia del concreto tradicional.

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Trinh, Hoang T. "Optimisation framework for sustainable design of concrete buildings." Thesis, Griffith University, 2021. http://hdl.handle.net/10072/409575.

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The building industry is identified as the largest single contributor to climate change, due to extensive consumption of natural resources and the discharge of high volumes of carbon emissions. It is consequently imperative for the whole sector to work towards sustainable design and construction. Although structural engineers have the greatest potential to enhance buildings’ sustainability by means of structural optimisation and/or material efficiency, they often play a restricted role in the sustainable design of a project. While many studies separately investigate the eco-friendly potentials

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Fryer, C. "Optimum design of concrete structures." Thesis, Cardiff University, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.354061.

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Ghasemi, Yahya. "Aggregates in Concrete Mix Design." Licentiate thesis, Luleå tekniska universitet, Byggkonstruktion och -produktion, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-61659.

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The importance of studying the behaviour and properties of concrete can be highlighted by considering the fact that concrete is the most used man-made material in the world. The very first step in making concrete is its mix design and deciding the type and amount of constitutes used in the production of concrete which should fulfil the requirements of the final product. Mix design models are commonly used for the purpose of proportioning concrete ingredients while anticipating the properties of the final product. The current document deals with the commonly used principals in mix design model

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Ho, Ching-ming Johnny, and 何正銘. "Inelastic design of reinforced concrete beams and limited ductilehigh-strength concrete columns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B27500305.

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Monotti, Mario Nicola. "Reinforced concrete slabs - compatibility limit design /." [Zürich], 2004. http://e-collection.ethbib.ethz.ch/show?type=diss&nr=15615.

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Preston, J. N. "The design of bituminous concrete mixes." Thesis, University of Nottingham, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.292173.

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Books on the topic "Concrete design"

1

Mosley, W. H., J. H. Bungey, and R. Hulse. Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7.

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Mosley, W. H., and J. H. Bungey. Reinforced Concrete Design. Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3.

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Mosley, W. H., and J. H. Bungey. Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3.

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Mosley, W. H., and J. H. Bungey. Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0.

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Wang, Chu-Kia. Reinforced concrete design. 4th ed. Harper & Row, 1985.

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F, Limbrunner George, ed. Reinforced concrete design. 2nd ed. Prentice-Hall, 1986.

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Association, Canadian Standards, and Cement Association of Canada, eds. Concrete design handbook. 3rd ed. Cement Association of Canada, 2006.

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Wang, Chu-Kia. Reinforced concrete design. 6th ed. Addison-Wesley, 1998.

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Wang, Chu-kia. Reinforced concrete design. 7th ed. Wiley, 2003.

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Wang, Chu-Kia. Reinforced concrete design. 7th ed. John Wiley & Sons, 2007.

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Book chapters on the topic "Concrete design"

1

Pack, Lonnie, and Brian Kinnear. "Concrete design." In Australian Guidebook for Structural Engineers, 2nd ed. CRC Press, 2024. http://dx.doi.org/10.1201/9781032664521-4.

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Pack, Lonnie. "Concrete design." In Australian Guidebook for Structural Engineers. CRC Press, 2017. http://dx.doi.org/10.4324/9781315197326-4.

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Dolan, Charles W., and H. R. Hamilton. "Flexure: Design." In Prestressed Concrete. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97882-6_6.

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El-Metwally, Salah El-Din E., and Wai-Fah Chen. "Illustrative Design Examples." In Structural Concrete. CRC Press, 2017. http://dx.doi.org/10.4324/9781315155500-4.

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El-Metwally, Salah El-Din E., and Wai-Fah Chen. "Illustrative Design Examples." In Structural Concrete. CRC Press, 2017. http://dx.doi.org/10.1201/9781315155500-5.

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Mosley, W. H., J. H. Bungey, and R. Hulse. "Prestressed concrete." In Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_12.

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Mosley, W. H., and J. H. Bungey. "Prestressed Concrete." In Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-20929-3_12.

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Mosley, W. H., and J. H. Bungey. "Prestressed Concrete." In Reinforced Concrete Design. Macmillan Education UK, 1987. http://dx.doi.org/10.1007/978-1-349-18825-3_12.

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Mosley, W. H., and J. H. Bungey. "Prestressed Concrete." In Reinforced Concrete Design. Macmillan Education UK, 1990. http://dx.doi.org/10.1007/978-1-349-13058-0_12.

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Mosley, W. H., J. H. Bungey, and R. Hulse. "Column design." In Reinforced Concrete Design. Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_9.

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Conference papers on the topic "Concrete design"

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Vitek, Jan L. "Development of Conceptual Design of Bridges." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-m4xgdv.

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Bridge design developed for centuries. Bridges were originally designed on the basis of experience, during the time a lot of additional criteria influencing the design have been involved. The primary role of the design is played by the design engineer, who is responsible for the evaluation of conditions in the location, design of the bridge structural system, of structural details and of the construction process. The opinions on the structural system changed with development of the design methods. On the other hand, the advanced numerical tools are not able to replace the creativity of the des

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Durig, John. "Concrete Mix Design for Coatings and Linings Acceptance." In Paint and Coatings Expo (PACE) 2009. SSPC, 2009. https://doi.org/10.5006/s2009-00009.

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Abstract Successful coating and lining application on concrete substrates are contingent, in part, on the basic design and installation of the concrete itself. Protective coatings and linings are effected by the amount and movement of water in the concrete, the compressive and tensile strength of the concrete and the concrete’s ability to resist cracking from internal and external forces. Through attention to sub-grade conditions, water cement ratios, aggregate grading and content, and finish and cure techniques, probability of successful coating and lining application can be greatly increased

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Kim, IlHwan. "3D Concrete Printing Frame Structure in Granular Medium." In CAADRIA 2024: Accelerated Design. CAADRIA, 2024. http://dx.doi.org/10.52842/conf.caadria.2024.3.263.

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Kim, IlHwan. "Density Gradient Concrete Fabrication With Injection 3D Gypsum Printing." In CAADRIA 2024: Accelerated Design. CAADRIA, 2024. http://dx.doi.org/10.52842/conf.caadria.2024.2.079.

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Miklas, Petr, Iva Broukalova, and Marek Foglar. "Design of FLM71 Fatigue Loading Model for Fatigue Assessment of Bridge Structures." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-3qefhb.

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This paper presents the FLM71 fatigue loading model, which is suitable for fatigue assessment of bridge structures. The model is built in the form of a train set containing one locomotive and several wagons, corresponding to the equivalent load of railway bridge structures in the Czech Republic in a characteristic load combination. The model was designed on the basis of data on crossing of real train sets on several bridge structures of railway lines from different parts of the Czech Republic. The proposed model is then used in an analysis that compares the results of different methods of fati

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"Strengthening of Reinforced Concrete Piers with High Performance Concretes." In "SP-358: Advances in Repair/Retrofit/Strengthening, Design and Analysis of Structures". American Concrete Institute, 2023. http://dx.doi.org/10.14359/51740229.

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Vitek, Jan L. "Conceptual Design and Sustainable Development." In 29th Concrete Days 2023. Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-6wzij5.

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The paper discusses the criteria of sustainability applicable in design of concrete structures, bridges in particular. It shows that old structures were usually sustainable, while todays trends supported by the technical progress provide more space for extravagant and unsustainable structures. The examples of bridges satisfying and unsatisfying criteria of sustainable design are presented. It is shown that the conceptual design is the stage, where the structure is defined and where it is decided on its sustainability.

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Vazquez, Alicia Nahmad, Chikara Inamura, Joshua Zabel, Mostafa El Sayed, Asbjorn Sondergaard, and Shajay Bhooshan. "Topologically Optimized Concrete Shell Structure." In ACADIA 2014: Design Agency. ACADIA, 2014. http://dx.doi.org/10.52842/conf.acadia.2014.031.

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Vazquez, Alicia Nahmad, Chikara Inamura, Joshua Zabel, Mostafa El Sayed, Asbjorn Sondergaard, and Shajay Bhooshan. "Topologically Optimized Concrete Shell Structure." In ACADIA 2014: Design Agency. ACADIA, 2014. http://dx.doi.org/10.52842/conf.acadia.2014.031.

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Chow, Joyce, Madeleine Kusoffsky, and Arianit Kurti. "From abstract to concrete." In PDC '16: The 14th Participatory Design Conference. ACM, 2016. http://dx.doi.org/10.1145/2948076.2948108.

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Reports on the topic "Concrete design"

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McKinley, Leo D. Reinforced Concrete Wall Form Design Program. Defense Technical Information Center, 1992. http://dx.doi.org/10.21236/ada258504.

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Lamanna, Anthony, and Charles Scholer. Design of Durable Concrete Railroad Crossings. Purdue University, 2002. http://dx.doi.org/10.5703/1288284313173.

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T.A. Misiak. CONCRETE SUPPORT DESIGN FOR MISCELLANEOUS ESF UTILITIES. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/861913.

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Gavin, Thomas. Limit Design of Unbraced Reinforced Concrete Frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.2559.

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Duthinh, Dat, and Nicholas J. Carino. Shear design of high-strength concrete beams:. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5870.

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Frosch, Robert, and Tyler Wolf. Simplified Shear Design of Prestressed Concrete Members. Purdue University, 2003. http://dx.doi.org/10.5703/1288284313315.

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Sakulneya, Apidej, Connor Anderson, Jesus Castro-Perez, and Jeffery Roesler. Performance and Design of Continuously Reinforced Concrete Pavements. Illinois Center for Transportation, 2024. http://dx.doi.org/10.36501/0197-9191/24-011.

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This report focuses on the calibration of a design framework for continuously reinforced concrete pavement (CRCP) developed in 2009 by using the most recent performance data acquired from existing CRCP sections in Illinois. Field performance data were used to update the fatigue damage to punchout model coefficients in the design framework. A sensitivity analysis was performed on the updated CRCP design program to determine its sensitivity to traffic levels, shoulder type, and support conditions as well as its magnitude relative to jointed plain concrete pavement design curves. Additionally, th

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Fleischman, Robert. Seismic Design Methodology Document for Precast Concrete Diaphragms. Precast/Prestressed Concrete Institute, 2014. http://dx.doi.org/10.15554/pci.rr.seis-023.

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The design procedure in PART 1 is part of a new seismic design methodology for precast concrete diaphragms. The design methodology and procedure are the product of a large multi-university research project initiated and guided by the Precast/Prestressed Concrete Institute (PCI) and co-funded by PCI, the National Science Foundation (NSF) and the Charles Pankow Foundation (CPF), termed the Diaphragm Seismic Design Methodology (DSDM) project.

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Moehle, Jack P., John D. Hooper, and Christopher D. Lubke. Seismic design of reinforced concrete special moment frames :. National Institute of Standards and Technology, 2008. http://dx.doi.org/10.6028/nist.gcr.08-917-1.

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Cheok, Geraldine S., William C. Stone, and Suzanne D. Nakaki. Simplified design procedure for hybrid precast concrete connections. National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5765.

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