Littérature scientifique sur le sujet « Laps and anchorages »
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Articles de revues sur le sujet "Laps and anchorages"
Cairns, John, et Lisa Feldman. « Strength of laps and anchorages of plain surface bars ». Structural Concrete 19, no 6 (2 avril 2018) : 1782–91. http://dx.doi.org/10.1002/suco.201700242.
Texte intégralGino, Diego, Gabriele Bertagnoli, Paolo Castaldo et Giuseppe Mancini. « Probabilistic Assessment of Laps and Anchorages Strength in Reinforced Concrete Structures ». IOP Conference Series : Materials Science and Engineering 471 (23 février 2019) : 052002. http://dx.doi.org/10.1088/1757-899x/471/5/052002.
Texte intégralPalmisano, Fabrizio, Rita Greco, Marika Biasi, Francesco Tondolo et John Cairns. « Anchorage and laps of plain surface bars in R.C. structures ». Engineering Structures 213 (juin 2020) : 110603. http://dx.doi.org/10.1016/j.engstruct.2020.110603.
Texte intégralPantazopoulou, Stavroula J., Michael F. Petrou, Vasiliki Spastri, Nikos Archontas et Christos Christofides. « The performance of corroded lap splices in reinforced concrete beams ». Corrosion Reviews 37, no 1 (28 janvier 2019) : 31–44. http://dx.doi.org/10.1515/corrrev-2017-0086.
Texte intégralLu, Guo Ren, Le Wen Zhang et Hong Bo Wang. « Practical and Experimental Study of Grouting Anchor in Slope Reinforcement Engineering ». Applied Mechanics and Materials 580-583 (juillet 2014) : 129–34. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.129.
Texte intégralWANG, SHUREN, YUHAO WANG, ZELIANG WANG, JIAN GONG et CHUNLIU LI. « ANCHORING PERFORMANCES ANALYSIS OF TENSION-TORSION GROUTED ANCHOR UNDER FREE AND NON-FREE ROTATING CONDITIONS ». DYNA 96, no 1 (1 mars 2021) : 166–72. http://dx.doi.org/10.6036/9985.
Texte intégralCairns, John. « Design Provisions for Anchorages and Laps in the Revised EC2 ». Hormigón y Acero, 14 février 2023. http://dx.doi.org/10.33586/hya.2023.3118.
Texte intégralMusgrove, Brian Michael. « Recovering Public Memory : Politics, Aesthetics and Contempt ». M/C Journal 11, no 6 (28 novembre 2008). http://dx.doi.org/10.5204/mcj.108.
Texte intégralThèses sur le sujet "Laps and anchorages"
Schoening, Janna Caroline [Verfasser], Josef [Akademischer Betreuer] Hegger, Rolf [Akademischer Betreuer] Eligehausen et John [Akademischer Betreuer] Cairns. « Anchorages and laps in reinforced concrete members under monotonic loading / Janna Caroline Schoening ; Josef Hegger, Rolf Eligehausen, John Cairns ». Aachen : Universitätsbibliothek der RWTH Aachen, 2018. http://d-nb.info/1195446640/34.
Texte intégralGINO, DIEGO. « ADVANCES IN RELIABILITY METHODS FOR REINFORCED CONCRETE STRUCTURES ». Doctoral thesis, Politecnico di Torino, 2019. http://hdl.handle.net/11583/2754713.
Texte intégralTasligedik, Ali Sahin. « Lap Splice Behavior And Strength Of Cfrp Rolls ». Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12609694/index.pdf.
Texte intégralLorenz, Enrico, et Regine Ortlepp. « Untersuchungen zur Bestimmung der Übergreifungslängen textiler Bewehrungen aus Carbon in Textilbeton (TRC) ». Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77823.
Texte intégralA safe introduction and transmission of the acting forces is crucial for the functioning of composite materials. Because of the very high yarn tensile strengths of textile reinforcements made of carbon, the manufacturing of very effective TRC strengthening layers is possible. In TRC members, overlap joints within the textile layers usually cannot be avoided. This contribution deals with the experimental and analytical determination of the lap lengths of textile fabrics within a textile reinforced concrete strengthening layer
Hájek, Jan. « Projekt podzemních garáží v Brně ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225505.
Texte intégralLorenz, Enrico. « Endverankerung und Übergreifung textiler Bewehrungen in Betonmatrices ». Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-170583.
Texte intégralThe safe introduction and transmission of forces is a requirement for the workability as well as the possibility to make full use of the load bearing capacities of components and strengthening layers made of textile reinforced concrete. Accordingly, an unfavourable configuration and arrangement of the composite material’s individual components can lead to various modes of bond failure. These can result from the formation of bond damaging delamination cracks and longitudinal matrix splitting, local spalling of the concrete layer in the outer reinforcement layers or early yarn pull-out from the concrete. In this context, the areas of end anchorage and lap joints of the textile reinforcement, which cannot be avoided when using textile reinforced concrete, are particularly prone to failure. However, no comprehensive and coherent investigations regarding the safe configuration and dimensioning of these essential details are available yet. Consequently, systematic research into textile reinforced concrete’s load-bearing behaviour in the areas of end anchorage and lap joints and the subsequent description was the main goal of this dissertation. A working and damage-free transmission of bond force is the basis for a faultless load transmission and introduction. As a result, extensive tests concerning the characterization of the mechanisms and forces acting between reinforcing textile and fine grained concrete matrix were carried out as the first part of the investigations. After an appropriate test setup had been developed, a great variety of parameters was applied to experimentally examine the bond behaviour specific to the textile. The determination of the influencing factors resulting from various parameters in the textile reinforcement’s processing was a focus in the research. Based on a specifically developed modelling technique, the test results could be used to calculate the corresponding bond stress-slip-relation. The bond parameters, which were determined like this, served as the basis for the following calculations. The second part of the investigations was concerned with the load-bearing behaviour in end anchorage areas. In this case, the limit state of a yarn pull-out from the concrete matrix, which is usually essential for the dimensioning, was at the centre of attention. The investigations encompassed experimental and theoretical tests regarding the description of the force transmission. Based on the determined compound parameters, an independent analytic evaluation algorithm, which served to describe the load carrying behaviour of the bond in the end anchorage area, was presented. Through this algorithm, the detailed calculation of the required end anchorage lengths of textile reinforced concrete depending on the specific reinforcement textile was possible. The third research focus was on tests regarding the load-bearing behaviour of lap joints in textile reinforced concrete components. With the help of comprehensive experimental and theoretical analyses of variously configured and reinforced textile reinforced concretes, the decisive failure mechanisms were examined. Furthermore, fundamental demands for the dimensioning and execution of the lap joint areas could be derived. The findings were confirmed through tests on large-sized building components with corresponding lap joints. At the end of the investigations, a simplified engineering model is presented. This model makes a universally valid and exact dimensioning of the examined details possible while also paying attention to the decisive limit states
Thompson, Keith. « The anchorage behavior of headed reinforcement in CCT nodes and lap splices ». Thesis, 2002. http://wwwlib.umi.com/cr/utexas/fullcit?p3086715.
Texte intégralLorenz, Enrico. « Endverankerung und Übergreifung textiler Bewehrungen in Betonmatrices ». Doctoral thesis, 2014. https://tud.qucosa.de/id/qucosa%3A28744.
Texte intégralThe safe introduction and transmission of forces is a requirement for the workability as well as the possibility to make full use of the load bearing capacities of components and strengthening layers made of textile reinforced concrete. Accordingly, an unfavourable configuration and arrangement of the composite material’s individual components can lead to various modes of bond failure. These can result from the formation of bond damaging delamination cracks and longitudinal matrix splitting, local spalling of the concrete layer in the outer reinforcement layers or early yarn pull-out from the concrete. In this context, the areas of end anchorage and lap joints of the textile reinforcement, which cannot be avoided when using textile reinforced concrete, are particularly prone to failure. However, no comprehensive and coherent investigations regarding the safe configuration and dimensioning of these essential details are available yet. Consequently, systematic research into textile reinforced concrete’s load-bearing behaviour in the areas of end anchorage and lap joints and the subsequent description was the main goal of this dissertation. A working and damage-free transmission of bond force is the basis for a faultless load transmission and introduction. As a result, extensive tests concerning the characterization of the mechanisms and forces acting between reinforcing textile and fine grained concrete matrix were carried out as the first part of the investigations. After an appropriate test setup had been developed, a great variety of parameters was applied to experimentally examine the bond behaviour specific to the textile. The determination of the influencing factors resulting from various parameters in the textile reinforcement’s processing was a focus in the research. Based on a specifically developed modelling technique, the test results could be used to calculate the corresponding bond stress-slip-relation. The bond parameters, which were determined like this, served as the basis for the following calculations. The second part of the investigations was concerned with the load-bearing behaviour in end anchorage areas. In this case, the limit state of a yarn pull-out from the concrete matrix, which is usually essential for the dimensioning, was at the centre of attention. The investigations encompassed experimental and theoretical tests regarding the description of the force transmission. Based on the determined compound parameters, an independent analytic evaluation algorithm, which served to describe the load carrying behaviour of the bond in the end anchorage area, was presented. Through this algorithm, the detailed calculation of the required end anchorage lengths of textile reinforced concrete depending on the specific reinforcement textile was possible. The third research focus was on tests regarding the load-bearing behaviour of lap joints in textile reinforced concrete components. With the help of comprehensive experimental and theoretical analyses of variously configured and reinforced textile reinforced concretes, the decisive failure mechanisms were examined. Furthermore, fundamental demands for the dimensioning and execution of the lap joint areas could be derived. The findings were confirmed through tests on large-sized building components with corresponding lap joints. At the end of the investigations, a simplified engineering model is presented. This model makes a universally valid and exact dimensioning of the examined details possible while also paying attention to the decisive limit states.
Livres sur le sujet "Laps and anchorages"
S, Goldkamp John, Irons-Guynn Cheryl, United States. Bureau of Justice Statistics. et Crime and Justice Research Institute., dir. Emerging judicial strategies for the mentally ill in the criminal caseload : Mental health courts in Fort Lauderdale, Seattle, San Bernardino, and Anchorage. Washington, DC (810 7th, St. NW, Washington 20531) : U.S. Dept. of Justice, Office of Justice Programs, Bureau of Justice Assistance, 2000.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralAffairs, United States Congress Senate Select Committee on Indian. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralUnited States. Congress. Senate. Select Committee on Indian Affairs. Field hearing--Anchorage, AK : Hearing before the Select Committee on Indian Affairs, United States Senate, One Hundredth Congress, second session, on oversight hearing on amendments to the Indian Child Welfare Act ; eligibility for IHS health care services ; funding for paraprofessional education personnel ... community health aide personnel ; and community-based mental health initiative, September 2, 1988, Anchorage, AK. Washington : U.S. G.P.O., 1989.
Trouver le texte intégralChapitres de livres sur le sujet "Laps and anchorages"
Swensen, Thomas Michael. « The Monument : The anchorage scene as colonial history ». Dans PUNK ! Las Américas Edition, 56–75. Intellect Books, 2021. http://dx.doi.org/10.1386/9781789384154_2.
Texte intégralLagerkvist, Amanda. « Existential Media Studies ». Dans Existential Media, 64–99. Oxford University Press, 2022. http://dx.doi.org/10.1093/oso/9780190925567.003.0004.
Texte intégralActes de conférences sur le sujet "Laps and anchorages"
Weber, Kathleen, et Vladislav G. Radovich. « Performance Evaluation of Child Restraints Relative to Vehicle Lap-Belt Anchorage Location ». Dans SAE International Congress and Exposition. 400 Commonwealth Drive, Warrendale, PA, United States : SAE International, 1987. http://dx.doi.org/10.4271/870324.
Texte intégralPalmisano, Fabrizio, John Cairns et Antonia Menga. « Anchorage/lap strength of bars in RC structures in case of low concrete cover thickness ». Dans IABSE Congress, Ghent 2021 : Structural Engineering for Future Societal Needs. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1057.
Texte intégralPalmisano, Fabrizio, John Cairns et Antonia Menga. « Anchorage/lap strength of bars in RC structures in case of low concrete cover thickness ». Dans IABSE Congress, Ghent 2021 : Structural Engineering for Future Societal Needs. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1057.
Texte intégralSharma, Amit, Ashok Deshpande et Raviraj Nayak. « Use of Stochastic Analysis for FMVSS210 Simulation Readiness for Correlation to Hardware Testing ». Dans ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-39099.
Texte intégralMéndez Landa, Francisco Javier. « ATACAR LA FRONTERA : LA POESÍA COMO POLÍTICA EN LA OBRA DE FRANCIS ALŸS. » Dans IV Congreso Internacional Estética y Política : Poéticas del desacuerdo para una democracia plural. València : Editorial Universitat Politècnica de València, 2019. http://dx.doi.org/10.4995/cep4.2019.10288.
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