Relevant bibliographies by topics / Stay-in-Place formwork

Contents

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

Academic literature on the topic 'Stay-in-Place formwork'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Stay-in-Place formwork.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Stay-in-Place formwork"

1

Wang, Li Jiu, Xin Gu, and Dan Sun. "Concrete Structure System Based on Stay in Place Formwork." Advanced Materials Research 160-162 (November 2010): 550–53. http://dx.doi.org/10.4028/www.scientific.net/amr.160-162.550.

Full text
Abstract:
The utilization of stay in place formwork in concrete structure has received considerable attention in recent years. It is comparatively low labor intensity, readily available and has a range of attractive properties and characteristics that makes it suitable for a variety of building and construction applications. The fabrication and seismic behavior was studied in this paper. The experiments have shown that sufficient data have been obtained to give confidence in the reinforcing mechanism of stay in place construction formwork, and future work need only be focused on formwork design and standardization.
APA, Harvard, Vancouver, ISO, and other styles
2

Song, Xiao Ruan, Pei Ge Liu, Dong Fu Zhao, Yu Ting Qu, and Xiao Yun Zhang. "Study on Stay-in-Place Cement Formwork and the Application." Advanced Materials Research 163-167 (December 2010): 952–55. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.952.

Full text
Abstract:
Three contents are included in this paper: 1) Through orthogonal experiment, some principal materials and their use levels which will influence performances of cement formwork are optimized and researched. A matched group could bring best comprehensive performance plate suitable to be used as construction formwork is obtained. 2) Through study the strength retention rate of specimens after immersing in various solutions for different ages, the alkali resistance property and lasting quality of the formwork are investigated, and it indicates that during general serviceable life specified by China Structure Design Code, the failure probability due to durability is very low. 3) Through mechanical experiments of combined slabs with different conjoint methods, cooperation performance between formwork and concrete is studied, which prove composite slabs work well.
APA, Harvard, Vancouver, ISO, and other styles
3

Brózda, Kinga, Jacek Selejdak, and Peter Koteš. "The GFRP profiles as stay-in-place formwork." E3S Web of Conferences 49 (2018): 00008. http://dx.doi.org/10.1051/e3sconf/20184900008.

Full text
Abstract:
The GFRP (Glass Fibre Reinforced Polymers) materials are characterized by good mechanical properties and very high corrosion resistance. Currently the GFRP profiles in the form of modular structural elements are used as so called decking systems. However, the last researches concern the possibility of using the modular FRP profiles as a stay-in-place (SIP) formwork. In this article the conception of the shape and cross-sectional dimensions selection of the FRP profile was attempted. The conception applies to the prototype of the GFRP profile, which is able to use as a self-supporting formwork in composite slab in building structures on floors or as the deck in composite bridge structures. On the basis of theoretical and practical studies available in the literature, the theoretical evaluation of the composite element were done.
APA, Harvard, Vancouver, ISO, and other styles
4

Kiyanets, A. V. "Energy efficient wall design with stay-in-place formwork." IOP Conference Series: Materials Science and Engineering 962 (November 18, 2020): 022079. http://dx.doi.org/10.1088/1757-899x/962/2/022079.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Verbruggen, S., O. Remy, J. Wastiels, and T. Tysmans. "Stay-in-Place Formwork of TRC Designed as Shear Reinforcement for Concrete Beams." Advances in Materials Science and Engineering 2013 (2013): 1–9. http://dx.doi.org/10.1155/2013/648943.

Full text
Abstract:
In order to reduce on-site building time, the construction industry shows an increasing interest in stay-in-place formwork with a reinforcement function after concrete hardening, such as CFRP formwork confinement for columns. The current combined systems however do not answer the demand of the building industry for a material system that is both lightweight and fire safe. High performance textile reinforced cement (TRC) composites can address this need. They can be particularly interesting for the shear reinforcement of concrete beams. This paper describes a preliminary analysis and feasibility study on structural stay-in-place formwork made of TRC. Comparative bending experiments demonstrate that a fully steel reinforced beam and an equivalent beam with shear reinforcement in TRC formwork show similar yielding behaviour, indicating that the TRC shear reinforcement system actually works. Moreover, the cracking moment of the concrete was more or less doubled, resulting in a much lower deflection in serviceability limit state than calculated. Digital image correlation measurements show that the latter is due to the crack bridging capacity of the external TRC shear reinforcement.
APA, Harvard, Vancouver, ISO, and other styles
6

Song, Xiao Ruan, Xiao Yun Zhang, Wei Dai, Yu Ting Qu, and Zi Liang Xu. "Study on Stress and Deformation Performances of the Spliced Cement Formwork Reinforced by FRP." Applied Mechanics and Materials 71-78 (July 2011): 764–68. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.764.

Full text
Abstract:
For permanent cement-base formwork, due to stay-in-place with concrete during all the service life and minor size of the end surface, the splicing methods of traditional formworks are not adapted to be used. In allusion to natures of the cement-base formwork, this paper presents ten types of splicing methods. For each method, a group of specimens are prepared and whose capacity and deformation performance are investigated. And meanwhile, stress and deformability of the full specimens without joint are researched under the same conditions. Through above splicing experiments, some reliable splicing method is obtained. The experimental results provided by this paper present a gist for investigation and application of the permanent cement-base formwork.
APA, Harvard, Vancouver, ISO, and other styles
7

Kotes, Peter. "Influence of Contact Parameters on Load-Carrying Capacity of Hybrid Composite Cross-Section." Advanced Materials Research 897 (February 2014): 157–60. http://dx.doi.org/10.4028/www.scientific.net/amr.897.157.

Full text
Abstract:
FRP (Fiber Reinforced Plastic) materials are corrosion resistant not requiring any specific treatment. The utilization of these materials is expanding. New research works have started to focus on using these materials on self-contained formwork in composite systems. It allows decreasing the concrete cover on minimum value just to assure sufficient bonding between reinforcement and concrete (the influence of aggressive environment is minimal). Moreover, the stay-in-place formwork is self-contained. It means using this system as formwork during casting of concrete and another supporting structure is not needed. The paper is focused on experimental analysis of stay-in-place GFRP (Fiberglass Reinforced Plastic) formwork in composite system (three-functional GFRP formwork and reinforced concrete slab – RC slab) and its use on floors in building structures. The load-carrying capacity of the composite system is highly influenced by quality of cohesion between GFRP formwork and concrete. This cohesion was investigated by using “push tests”. The results from experimental push tests were compared with the numerical model and also will serve for numerical modelling of real bonding of the girders.
APA, Harvard, Vancouver, ISO, and other styles
8

Elnabelsy, Gamal, and Murat Saatcioglu. "Seismic behavior of concrete bridge columns confined with fiber-reinforced polymer stay-in-place formwork." Advances in Structural Engineering 21, no. 4 (October 12, 2017): 613–23. http://dx.doi.org/10.1177/1369433217732670.

Full text
Abstract:
One of the applications of fiber-reinforced polymers in bridge construction is stay-in-place formwork. Fiber-reinforced polymer stay-in-place formwork, in the form of preformed tubes, provides easy form assembly, protection of steel reinforcement and concrete against corrosion and chemical attacks while also improving the strength and ductility of structural elements in earthquake resistant construction. Experimental research was conducted to investigate the seismic performance of fiber-reinforced polymer stay-in-place formwork for bridge columns. Tests of large-scale specimens were conducted under simulated seismic loading. The experimental program included circular and square columns confined with carbon fiber–reinforced polymer tubes. The results indicate that the use of carbon fiber–reinforced polymer tubes increases column inelastic deformability significantly. Bridge columns under low levels of axial compression exhibit inelastic drift capacities in excess of 4% before failing in flexural tension due to the rupturing of longitudinal reinforcement. These observations and experimental results were used to develop a displacement-based design procedure for concrete confinement for fiber-reinforced polymer–encased concrete columns. This article presents an overview of the experimental program and the design approach developed.
APA, Harvard, Vancouver, ISO, and other styles
9

Gaidukov, Pavel, and Evgeniy Pugach. "Prospects for the development of stay in plase formwork for low-rise buildings in cramped conditions." E3S Web of Conferences 258 (2021): 09030. http://dx.doi.org/10.1051/e3sconf/202125809030.

Full text
Abstract:
The article considers existing and promising systems for the construction of slabs in low-rise buildings using stay in place (SIP) formwork. The main conditions for using these formwork systems are described and the disadvantages of existing structures are highlighted. Using the example of previously patented inventions, various trends in the development of formwork systems are revealed. The article deals with precast concrete structures of fixed formwork, modular structures of fixed formwork, various types of connections. Variants of fixed formwork with different types of installation and delivery of concrete mix, made of different materials and shapes are considered. The main individual features of each type of invention are highlighted, on the basis of which assumptions are made for the development of these systems. Based on the results of the analysis, the article offers technical requirements and a brief description of a promising formwork system for the construction of floors of low-rise buildings in cramped conditions.
APA, Harvard, Vancouver, ISO, and other styles
10

Nicoletta, Benjamin, Joshua Woods, John Gales, and Amir Fam. "Postfire Performance of GFRP Stay-in-Place Formwork for Concrete Bridge Decks." Journal of Composites for Construction 23, no. 3 (June 2019): 04019015. http://dx.doi.org/10.1061/(asce)cc.1943-5614.0000941.

Full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Stay-in-Place formwork"

1

Ozbakkaloglu, Togay. "Seismic performance of high-strength concrete columns in FRP stay-in-place formwork." Thesis, University of Ottawa (Canada), 2005. http://hdl.handle.net/10393/29245.

Full text
Abstract:
The use of high-strength concrete (HSC), with strengths reaching 130 MPa, has increased in recent years due to its superior performance and strength. Structures are designed and built utilizing HSC, especially in columns of multi-story buildings. However, the use of high-strength concrete (HSC) in seismically active regions poses a major concern because of the brittle nature of the material. The confinement requirements for HSC columns may be prohibitively stringent since they require proportionately greater confinement than columns of normal-strength concrete. An alternative to conventional confinement reinforcement is the use of fibre reinforced polymer (FRP) casings, in the form of a stay-in-place formwork. The use of stay-in-place FRP formwork as concrete confinement reinforcement for HSC columns was investigated. Large scale HSC building columns, encased in FRP casings, were tested under simulated seismic loading. The columns had 270 mm square and circular cross-sections and concrete strengths up to 90 MPa. The casings were manufactured from carbon FRP and epoxy resin. The unique aspects of the test program were the introduction of the corner radius as a test parameter, and the presence of internally placed FRP crossties in square columns, integrally built with column casings to improve the effectiveness of concrete confinement. Results indicate that the deformation capacity of HSC columns can be improved significantly by using FRP casings. The results further indicate that the confinement effectiveness of square columns is significantly affected by the corner radius of casings. Additionally, the confinement efficiency can be improved with the use of FRP crossties. The columns developed inelastic drift capacities of up to 12%, demonstrating the usefulness of FRP stay-in-place formwork in improving deformability of HSC columns. Fibre-reinforced polymer (FRP) composite casings offer an attractive alternative to conventional reinforcement to enhance strength and deformability of concrete columns. FRP casings can be designed to increase lateral deformability of earthquake resistant columns significantly, while also providing some enhancement of load-carrying capacity. There is a clear need for a design procedure to compute lateral drift capacities of FRP encased square and circular columns. A design approach was developed that incorporates experimentally observed confinement parameters, while also incorporating axial load and lateral drift as design variables. The approach had evolved from a displacement based design procedure developed for concrete columns confined with conventional steel reinforcement. The expression derived as part of the proposed design procedure had been verified against available experimental data. (Abstract shortened by UMI.)
APA, Harvard, Vancouver, ISO, and other styles
2

Gai, Xian. "Fibre reinforced polymer (FRP) stay-in-place (SIP) participating formwork for new construction." Thesis, University of Bath, 2012. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.550617.

Full text
Abstract:
The concept of stay-in-place (SIP) structural formwork has the potential to simplify and accelerate the construction process to a great extent. Fibre-reinforced polymer (FRP) SIP structural formwork offers further potential benefits over existing formwork systems in terms of ease and speed of construction, improved site safety and reduced long-term maintenance in corrosive environments. However, it is not without its limitations, including primarily the possibility of a lack of ductility, which is a key concern regarding the use of FRP structural formwork in practice. This thesis presents the findings of an experimental and analytical investigation into a novel FRP SIP structural formwork system for a concrete slab with a particular emphasis on its ability to achieve a ductile behaviour. The proposed composite system consists of a moulded glass fibre-reinforced polymer (GFRP) grating adhesively bonded to square pultruded GFRP box sections. The grating is subsequently filled with concrete to form a concrete-FRP composite floor slab. Holes cut into the top flange of the box sections allow concrete studs to form at the grating/box-section interface. During casting, GFRP dowels are inserted into the holes to further mechanically connect the grating and box sections. An initial experimental investigation into using GFRP grating as confinement for concrete showed that a significant increase in ultimate strength and strain capacity could be achieved compared to unconfined concrete. This enhanced strain capacity in compression allows greater use of the FRP capacity in tension when used in a floor slab system. Further experimental investigation into developing ductility at the grating/box-section interface showed that the proposed shear connection exhibited elastic-‘plastic’ behaviour. This indicated the feasibility of achieving ductility through progressive and controlled longitudinal shear failure. Following these component tests on the concrete-filled grating and the shear connectors, a total of six (300 x 150 x 3000) mm slab specimens were designed and tested under five-point bending. It was found that the behaviour of all specimens was ductile in nature, demonstrating that the proposed progressive longitudinal shear failure was effective. A three-stage analytical model was developed to predict the load at which the onset of longitudinal shear failure occurred, the stiffness achieved during the post elastic behaviour and, finally, the deflection at which ultimate failure occurred. Close agreement was found between experimental results and the theory.
APA, Harvard, Vancouver, ISO, and other styles
3

Honickman, Hart Noah. "Pultruded GFRP sections as stay-in-place structural open formwork for concrete slabs and girders." Thesis, Kingston, Ont. : [s.n.], 2008. http://hdl.handle.net/1974/1312.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Papantoniou, Ioannis, Catherine Papanicolaou, and Thanasis Triantafillou. "Optimum design of one way concrete slabs cast against Textile Reinforced Concrete Stay-in-Place Formwork Elements." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244051009995-91187.

Full text
Abstract:
This study presents a conceptual design process for one-way reinforced concrete slabs cast over Textile Reinforced Concrete (TRC) Stay-in-Place (SiP) formwork elements, aiming at the minimization of the composite slab cost satisfying Ultimate Limit State (ULS) and Serviceability Limit State (SLS) design criteria. The thin-walled TRC element is considered to participate in the structural behaviour of the composite slab. This distinct function of the TRC element (as formwork and as a part of a composite element) distinguishes the design procedure into two States: a Temporary and a Permanent one. Design parameters such as the type of the textile reinforcement (material), the geometry of the TRC cross-section, the flexural strength of the fine-grained concrete in the TRC element and the compressive strength of the cast in-situ concrete are considered as the main optimization variables.
APA, Harvard, Vancouver, ISO, and other styles
5

Elnabelsya, Gamal. "Use of Carbon Fiber Reinforced Polymer Sheets as Transverse Reinforcement in Bridge Columns." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/24298.

Full text
Abstract:
Performance of bridges during previous earthquakes has demonstrated that many structural failures could be attributed to seismic deficiencies in bridge columns. Lack of transverse reinforcement and inadequate splicing of longitudinal reinforcement in potential plastic hinge regions of columns constitute primary reasons for their poor performance. A number of column retrofit techniques have been developed and tested in the past. These techniques include steel jacketing, reinforced concrete jacketing and use of transverse prestressing (RetroBelt) for concrete confinement, shear strengthening and splice clamping. A new retrofit technique, involving fibre reinforced polymer (FRP) jacketing has emerged as a convenient and structurally sound alternative with improved durability. The new technique, although received acceptance in the construction industry, needs to be fully developed as a viable seismic retrofit methodology, supported by reliable design and construction procedures. The successful application of externally applied FRP jackets to existing columns, coupled with deteriorating bridge infrastructure, raised the possibility of using FRP reinforcement for new construction. Stay-in-place formwork, in the form of FRP tubes are being researched for its feasibility. The FRP stay-in-place tubes offer ease in construction, convenient formwork, and when left in place, the protection of concrete against environmental effects, including the protection of steel reinforcement against corrosion, while also serving as column transverse reinforcement. Combined experimental and analytical research was conducted in the current project to i) improve the performance of FRP column jacketing for existing bridge columns, and ii) to develop FRP stay-in-place formwork for new bridge columns. The experimental phase consisted of design, construction and testing of 7 full-scale reinforced concrete bridge columns under simulated seismic loading. The columns represented both existing seismically deficient bridge columns, and new columns in stay-in-place formwork. The existing columns were deficient in either shear, or flexure, where the flexural deficiencies stemmed from lack of concrete confinement and/or use of inadequately spliced longitudinal reinforcement. The test parameters included cross-sectional shape (circular or square), reinforcement splicing, column shear span for flexure and shear-dominant behaviour, FRP jacket thickness, as well as use of FRP tubes as stay-in-place formwork, with or without internally embedded FRP crossties. The columns were subjected to a constant axial compression and incrementally increasing inelastic deformation reversals. The results, presented and discussed in this thesis, indicate that the FRP retrofit methodology provides significant confinement to circular and square columns, improving column ductility substantially. The FRP jack also improved diagonal tension capacity of columns, changing brittle shear-dominant column behavior to ductile flexure dominant response. The jackets, when the transverse strains are controlled, are able to improve performance of inadequately spliced circular columns, while remain somewhat ineffective in improving the performance of spliced square columns. FRP stay-in-place formwork provides excellent ductility to circular and square columns in new concrete columns, offering tremendous potential for use in practice. The analytical phase of the project demonstrates that the current analytical techniques for column analysis can be used for columns with external FRP reinforcement, provided that appropriate material models are used for confined concrete, FRP composites and reinforcement steel. Plastic analysis for flexure, starting with sectional moment-curvature analysis and continuing into member analysis incorporating the formation of plastic hinging, provide excellent predictions of inelastic force-deformation envelopes of recorded hysteretic behaviour. A displacement based design procedure adapted to FRP jacketed columns, as well as columns in FRP stay-in-place formwork provide a reliable design procedure for both retrofitting existing columns and designing new FRP reinforced concrete columns.
APA, Harvard, Vancouver, ISO, and other styles
6

Montanaro, Ivana. "Design and constrution of concrete seawalls reinforced with GFRP I-Bars using and Stay-In-Place formworks." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2019/.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Richardson, Patrick. "FATIGUE BEHAVIOR OF CONCRETE BRIDGE DECKS CAST ON GFRP STAY-IN-PLACE STRUCTURAL FORMS AND STATIC PERFORMANCE OF GFRP-REINFORCED DECK OVERHANGS." Thesis, 2013. http://hdl.handle.net/1974/8292.

Full text
Abstract:
The first part of the thesis addresses the fatigue performance of concrete bridge decks with GFRP stay-in-place structural forms replacing the bottom layer of rebar. The forms were either flat plate with T-up ribs joined using lap splices, or corrugated forms joined through pin-and-eye connections. The decks were supported by simulated Type III precast AASHTO girders spaced at 1775mm (6ft.). Two surface preparations were examined for each GFRP form, either using adhesive coating that bonds to freshly cast concrete, or simply cleaning the surface before casting. For the bonded deck with flat-ribbed forms, adhesive bond and mechanical fasteners were used at the lap splice, whereas the lap splice of the unbonded deck had no adhesive or fasteners. All the decks survived 3M cycles at 123kN service load of CL625 CHBDC design truck. The bonded flat-ribbed-form deck survived an additional 2M cycles at a higher load simulating a larger girder spacing of 8ft. Stiffness degradations were 9-33% with more reduction in the unbonded specimens. Nonetheless, live load deflections of all specimens remained below span/1600. The residual ultimate strengths after fatigue were reduced by 5% and 27% for the flat-ribbed and corrugated forms, respectively, but remained 7 and 3 times higher than service load. The second part of the thesis investigates the performance of bridge deck overhangs reinforced by GFRP rebar. Overhangs of full composite slab-on-girder bridge decks at 1:2.75 scale were tested monotonically under an AASHTO tire pad. Five tests were conducted on overhangs of two lengths: 260mm and 516mm, representing scaled overhangs of 6ft. and 8ft. girder spacing, respectively. The 260mm overhang was completely reinforced with GFRP rebar while the 516mm overhang consisted of a GFRP-reinforced section and a steel-reinforced section. The peak loads were approximately 2 to 3 times the established equivalent service load of 24.3kN, even though the overhangs were not designed for flexure according to the CHBDC but rather with lighter minimum reinforcement in anticipation of shear failure. The failure mode Abstract ii of each overhang section was punching shear. The steel-reinforced overhang section exhibited a greater peak load capacity (13.5%) and greater deformability (35%) when compared to the GFRP-reinforced overhang section.
Thesis (Master, Civil Engineering) -- Queen's University, 2013-09-17 18:54:18.131
APA, Harvard, Vancouver, ISO, and other styles
8

Παπαντωνίου, Ιωάννης. "Σύμμεικτες πλάκες από παραμένοντες τύπους ινοπλεγμάτων σε ανόργανη μήτρα και οπλισμένο σκυρόδεμα : Πειραματική διερεύνηση μηχανικής συμπεριφοράς και βέλτιστος σχεδιασμός." Thesis, 2014. http://hdl.handle.net/10889/8060.

Full text
Abstract:
H αύξηση των περιβαλλοντικών, αισθητικών και λειτουργικών απαιτήσεων που πρέπει να πληρούν οι σύγχρονες κατασκευές Πολιτικού Μηχανικού, σε συνδυασμό με την απαίτηση για συμπίεση του κόστους του κύκλου ζωής τους, οδηγούν στην ανάγκη για τη διερεύνηση της εφαρμογής νέων υλικών και μεθόδων που θα εφαρμοσθούν στη κατασκευή των δομικών έργων. Στην κατεύθυνση αυτή κινούνται οι μέθοδοι κατασκευής δομικών στοιχείων με τη χρήση παραμενόντων τύπων. Η παρούσα Διατριβή πραγματεύεται, τόσο σε αναλυτικό όσο και σε πειραματικό επίπεδο, το σχεδιασμό επίπεδων στοιχείων Ο/Σ που παρασκευάζονται έναντι παραμενόντων τύπων παρασκευασμένων από σύνθετα υλικά τσιμεντοειδούς μήτρας και οπλισμένων με πλέγματα μη μεταλλικών ινών (Ινοπλέγματα σε Ανόργανη Μήτρα-ΙΑΜ). Η Διατριβή αναπτύσσει την διαδικασία σχεδιασμού που προορισμός της είναι να ενσωματωθεί σε έναν αλγόριθμο βέλτιστου σχεδιασμού για την επίτευξη σχεδιαστικών λύσεων που θα αντιστοιχούν στο ελάχιστο κόστος κατασκευής για το σύμμεικτο στοιχείο. Η διαδικασία σχεδιασμού τροφοδοτείται από ένα εκτενές πρόγραμμα πειραματικών δοκιμών.
The continuously raising demands for cost effective and environmental friendly concrete structures which should fulfill also high aesthetic design criteria, lead the Engineers to explore new construction methods and materials. The application of semi-prefabrication techniques, involving the use of participating Stay-in-Place formwork elements seems to be an attractive solution. The present dissertation deals with the experimental and analytical investigation of one-way concrete slabs cast over Stay-In-Place formwork elements produced from cementitious composite materials reinforced with textile structures from non-metallic continuous fibers (Textile Reinforced Concrete). In this dissertation a design procedure for Composite Reinforced Concrete (RC)/TRC one-way slabs is developed. For the development of the design procedure the results from an extensive experimental investigation campaign were exploited. The campaign focused on the mechanical behavior of RC/TRC composite slabs under four point bending. Also tests on the formwork elements under four point bending tests were carried out. Ahead of the bending tests, uniaxial tension tests on dumbbell TRC specimens were conducted in order to characterize this composite material. Finally, the design procedure was integrated on a Genetic Algorithm in order to achieve minimum-cost design solutions.
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Stay-in-Place formwork"

1

Henderson, S., R. Gupta, J. Whitney, C. Harris-Jones, K. Kuder, and R. Hawksworth. "Mechanical properties of concrete encased in PVC stay-in-place formwork." In Excellence in Concrete Construction through Innovation. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203883440.ch10.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

"Mechanical properties of concrete encased in PVC stay-in-place formwork." In Excellence in Concrete Construction through Innovation, 79–88. CRC Press, 2008. http://dx.doi.org/10.1201/9780203883440-15.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

"Textile Reinforced Concrete (TRC) for precast Stay-in-Place formwork elements." In Tailor Made Concrete Structures, 139–40. CRC Press, 2008. http://dx.doi.org/10.1201/9781439828410-30.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Papantoniou, I., and C. Papanicolaou. "Textile Reinforced Concrete (TRC) for precast Stay-in-Place formwork elements." In Tailor Made Concrete Structures, 117. CRC Press, 2008. http://dx.doi.org/10.1201/9781439828410.ch80.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Sheehan, Matthew J., Eric J. VanDuyne, and W. Gene Corley. "Casino Parking Garage Collapse: Understanding the Failure of a Concrete Structure with Stay-in-Place Formwork." In Forensic engineering: From failure to understanding, 15–24. Thomas Telford Publishing, 2009. http://dx.doi.org/10.1680/fefftu.36130.0002.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Stay-in-Place formwork"

1

Kim, Wontae, Sungjig Kim, and Siyun Kim. "Innovative Stay-in-Place Formwork Method for Reinforced Concrete Columns." In Creative Construction Conference 2019. Budapest University of Technology and Economics, 2019. http://dx.doi.org/10.3311/ccc2019-018.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Meng, Weina, and Kamal Henri Khayat. "Development of Stay-in-Place Formwork Using GFRP Reinforced UHPC Elements." In First International Interactive Symposium on UHPC. Ames, Iowa, USA: Iowa State University, 2016. http://dx.doi.org/10.21838/uhpc.2016.28.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Verwimp, E., T. Tysmans, and M. Mollaert. "Reinforcing concrete shells with cement composite stay-in-place formwork: numerical analysis of a case study." In HPSM/OPTI 2014. Southampton, UK: WIT Press, 2014. http://dx.doi.org/10.2495/hpsm140191.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

"Stay-in-Place Formworks Applied in Civil Engineering – Requirements and Scope of the Control." In 10th Conference on Terotechnology. Materials Research Forum LLC, 2018. http://dx.doi.org/10.21741/9781945291814-17.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Stay-in-Place formwork"

1

Stay-In-Place (SIP) Formwork. Purdue University, 2007. http://dx.doi.org/10.5703/1288284315764.

Full text
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Stay-in-Place formwork' for particular source types:
Journal articles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography