Literatura académica sobre el tema "Cast-in anchor"
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Artículos de revistas sobre el tema "Cast-in anchor"
Apriyatno, H., Supriyono, A. Sutarto y Hanggoro. "Comparison of retrofit failure to pull out single anchor of plain steel and deformed cast inplace and post installed chemical epoxy methods". IOP Conference Series: Earth and Environmental Science 969, n.º 1 (1 de enero de 2022): 012078. http://dx.doi.org/10.1088/1755-1315/969/1/012078.
Texto completoHuda, Amirul y Henry Apriyatno. "Experiment of Pullout Expansion Anchor in Installation Cast in Place and Post Installed with Concrete Breakout Failure". Jurnal Teknik Sipil dan Perencanaan 23, n.º 1 (29 de abril de 2021): 37–45. http://dx.doi.org/10.15294/jtsp.v23i1.26246.
Texto completoHALFORD, BETHANY. "PHYSICISTS CAST ANCHOR IN BALTIMORE". Chemical & Engineering News 84, n.º 16 (17 de abril de 2006): 34–36. http://dx.doi.org/10.1021/cen-v084n016.p034.
Texto completoLee, Jong-Han, Eunsoo Choi y Baik-Soon Cho. "Shear Failure Mode and Concrete Edge Breakout Resistance of Cast-In-Place Anchors in Steel Fiber-Reinforced Normal Strength Concrete". Applied Sciences 10, n.º 19 (1 de octubre de 2020): 6883. http://dx.doi.org/10.3390/app10196883.
Texto completoNilforoush, Rasoul. "A Refined Model for Predicting Concrete-Related Failure Load of Tension Loaded Cast-in-Place Headed Anchors in Uncracked Concrete". Nordic Concrete Research 60, n.º 1 (1 de junio de 2019): 105–29. http://dx.doi.org/10.2478/ncr-2019-0091.
Texto completoForaboschi, Paolo. "Ultimate Shear Force of an Any Anchor Group Post-Installed into Concrete". Materials 16, n.º 7 (24 de marzo de 2023): 2608. http://dx.doi.org/10.3390/ma16072608.
Texto completoTusnin, Alexander y Alexey Kolyago. "The calculation of anchors in steel-concrete overlaps with precast slab". E3S Web of Conferences 97 (2019): 06022. http://dx.doi.org/10.1051/e3sconf/20199706022.
Texto completoWen, Lina, Qiangong Cheng, Qiang Cheng, Xifeng Guo y Bin Zhang. "In Situ Creep Model Testing for the Tunnel Anchor Foundation of Xingkang Suspension Bridge in Luding of China". Advances in Civil Engineering 2020 (7 de septiembre de 2020): 1–19. http://dx.doi.org/10.1155/2020/8898777.
Texto completoKresiariati, Novera y Henry Apriyatno. "EKSPERIMEN KEGAGALAN BREAKOUT CHEMICAL ANCHOR STUD METODE CAST IN PLACE DAN POST INSTALLED DENGAN MODIFIKASI LUBANG DRILL BIT EXTRACTOR". Citizen : Jurnal Ilmiah Multidisiplin Indonesia 2, n.º 3 (14 de julio de 2022): 403–10. http://dx.doi.org/10.53866/jimi.v2i3.104.
Texto completoApriyatno, Henry, Supriyono Supriyono y Arie Taveriyanto. "Experimental Study of Pull-Out Failure on Sanko Hammer Drive Anchor Using Cast in Place and Post-Installed Methods on Ready-mix Concrete with Quality of 25 Mpa". Jurnal Teknik Sipil dan Perencanaan 23, n.º 1 (29 de abril de 2021): 19–28. http://dx.doi.org/10.15294/jtsp.v23i1.28027.
Texto completoTesis sobre el tema "Cast-in anchor"
Lundin, Reid. "Introduction to concrete anchor rods". Kansas State University, 2012. http://hdl.handle.net/2097/15040.
Texto completoDepartment of Architectural Engineering
Don Phillippi
Concrete anchors represent an important transition for both the design and construction of a project. Anchors are produced in two main categories: cast-in-place and post-installed. For designers, anchors are used to attach steel members to supporting concrete members. The anchors are designed using the provisions outlined in Building Code Requirements for Structural Concrete, ACI 318-11, Appendix D. These anchors are used to transmit tension and shear forces by using an individual anchor or a multiple anchor group. For contractors, anchor installation marks the transition between concrete and steel construction. Various types of anchors are produced by manufacturers, requiring contractors to be familiar with many installation methods. Careful planning and coordination is necessary to layout and place anchors into their correct location. Once anchors are installed, they must be protected from damage resulting from moving machinery and material. The purpose of this report is to introduce the basics to design concrete anchors by outlining the provisions in ACI 318-11 Appendix D and demonstrating these provisions with design examples. Anchor types, applications and common construction issues important to the structural engineer are also discussed.
Nilforoush, Rasoul. "Anchorage in Concrete Structures : Numerical and Experimental Evaluations of Load-Carrying Capacity of Cast-in-Place Headed Anchors and Post-Installed Adhesive Anchors". Doctoral thesis, Luleå tekniska universitet, Institutionen för samhällsbyggnad och naturresurser, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-66333.
Texto completoButler, Luke C. "Behavior and Design of Cast-in-Place Anchors under Simulated Seismic Loading". University of Cincinnati / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1382427376.
Texto completoLiebenberg, Willem Adriaan. "Behaviour and load capacities of cast-in recoverable anchor screws". Thesis, 2014. http://hdl.handle.net/10210/10814.
Texto completoRecoverable anchor screws are widely used in the construction of massive concrete structures such as dams, channels, tunnels and multi-story buildings to fix temporary cantilever forms. Attempts have been made before to quantify the failure capacities of recoverable anchor screws. However, such tests were conducted and reported on more than 25 years ago and were limited to a small number of tests on concrete strengths not exceeding 20 MPa, whereas most concrete constructions now exceed such strengths. The aim of this dissertation was to review the existing theories on the use of concrete anchors in practice and to apply the appropriate theories to recoverable anchor screws. In doing so, the overall shear strength of these screws was determined by considering existing theoretical standards and norms, and by testing the tensile capacity in the laboratory. The failure behaviour of recoverable anchor screws in various concrete strengths and construction applications is reviewed and is discussed based on both theory and the laboratory results obtained. The empirical formulas derived for the practical use of recoverable anchor screws are presented in standard form. These formulas provide an easy reference for engineering professionals in practice to determine the load capacity of recoverable anchor screws in various concrete strengths and construction applications. In conclusion, the required future research on recoverable anchor screws is presented.
(9183341), Ata Ur Rehman. "TENSION STRENGTH OF EMBED PLATES WITH WELDED DEFORMED BARS AS GOVERNED BY CONCRETE BREAKOUT". Thesis, 2021.
Buscar texto completoEmbedded plates are used to support the external attachments such as heavy piping, brackets, sprinkler systems, or other equipment in nuclear power plants. The plates are welded with deformed reinforcing bars or deformed wires and anchored to reinforced concrete walls. The ACI code (ACI 318-19/ACI 349-13) provides design equations to calculate the anchor strength in concrete under tension load. These empirical equations are based on experiments conducted on headed studs, hooked bars, headed bolts, and adhesive anchors. With the lack of experimental data and code provisions on straight deformed reinforcing bars or deformed wires used as anchors, it is believed that anchoring bars with the embedment length as per code prescribed development length will provide sufficient strength to transfer tensile forces to the concrete, ignoring other failure modes such as concrete breakout.
In this study, eight large scale group anchor tests were performed to evaluate their concrete breakout strength as per ACI 349-13. The test specimens were made with deformed reinforcing bar anchors (DRAs) and deformed wire anchors (DWAs). The tests included the effect of different bar types, bar sizes, and anchor spacings on the breakout capacities of such connections. The mean average back-calculated effective k value is 33.25 for DRAs and 36.26 for DWAs. The experimental study confirms that the axial tension capacity of embedded plates anchored to concrete using deformed reinforcing bars or deformed wires can be limited by concrete breakout strength.
Chang, Chia-Ming y 張家銘. "Study of Reaction Anchor Suitability in Static Loading Tests of Cast-in-piles". Thesis, 2005. http://ndltd.ncl.edu.tw/handle/9s4x62.
Texto completo朝陽科技大學
營建工程系碩士班
93
The thesis is based on the total stability of the anchor pile strain which to attribute the anchor reaction framework to the pile loading test. Sincerely hope that could be the reference for the domestic construction pile loading test. Thereinafter is the brief of the result of analysis of the research:(1) Due to the diagram of pile length and tensile strain the anchor pile strain decrease while the length of pile increase. The example case showed that H-type came with the better result than the x-type of the same pile diameter.(2) The stability of anchor pile reaction frame is as better as the interval of strain of anchor pile gets smaller and concentrated. Poor stability came with the opposite condition. Same as above the H-type is better and followed the specifications.(3) Both X and H type have the similar stability in low loading below 600T. For economy considerations, it is recommended to use the H-type.
(7040873), Ting-Wei Wang. "ANCHORING TO LIGHTWEIGHT CONCRETE: CONCRETE BREAKOUT STRENGTH OF CAST-IN, EXPANSION, AND SCREW ANCHORS IN TENSION". Thesis, 2019.
Buscar texto completoLibros sobre el tema "Cast-in anchor"
Lundbom, Jack R. Jeremiah 37-52. Doubleday, 2004. http://dx.doi.org/10.5040/9780300261349.
Texto completoVouloutsi, Vasiliki y Paul F. M. J. Verschure. Emotions and self-regulation. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780199674923.003.0034.
Texto completoCapítulos de libros sobre el tema "Cast-in anchor"
Ayoubi, Mazen, Christoph Mahrenholtz y Wilhelm Nell. "Influence of the Steel Fibres on the Tension and Shear Resistance of Anchoring with Anchor Channels and Channel Bolts Cast in Concrete". En RILEM Bookseries, 221–32. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58482-5_20.
Texto completoGrünberg, Claudia y Klaus-Christian Zehbe. "World Heritage Education and the Next 50 Years of the Convention: Current Pitfalls and Future Potentials of World Heritage Education". En 50 Years World Heritage Convention: Shared Responsibility – Conflict & Reconciliation, 459–70. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-05660-4_36.
Texto completo"Cast-In-Place Anchor Design". En Anchorage Design for Petrochemical Facilities, 27–94. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412589.ch03.
Texto completo"Cast-in-Place Anchor Design". En Anchorage Design for Petrochemical and Other Industrial Facilities, 27–108. Reston, VA: American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784416051.ch3.
Texto completo"Behaviour of cast-in anchor channels in non-cracked and cracked concrete". En Anchorage in Concrete Construction, 163–79. Berlin, Germany: Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, 2012. http://dx.doi.org/10.1002/9783433601358.ch5.
Texto completoKinsella, John. "Corthna, Carraiglea, Anchor Lodge – from Schull Journals". En Polysituatedness. Manchester University Press, 2017. http://dx.doi.org/10.7228/manchester/9781526113344.003.0035.
Texto completo"17. Cast-in-place anchors". En FASTENINGS TO CONCRETE AND MASONRY STRUCTURES, 149. Thomas Telford Publishing, 1994. http://dx.doi.org/10.1680/ftcams.35423.0017.
Texto completoTaylor, Amy Murrell. "Finding Shelter". En Embattled Freedom, 57–82. University of North Carolina Press, 2018. http://dx.doi.org/10.5149/northcarolina/9781469643625.003.0004.
Texto completoRoach, Levi. "True Lies: Leo of Vercelli and the Struggle for Piedmont". En Forgery and Memory at the End of the First Millennium, 193–255. Princeton University Press, 2021. http://dx.doi.org/10.23943/princeton/9780691181660.003.0006.
Texto completoElkins, James. "Models for Word and Image". En W.G. Sebald’s Artistic Legacies. Nieuwe Prinsengracht 89 1018 VR Amsterdam Nederland: Amsterdam University Press, 2023. http://dx.doi.org/10.5117/9789463729758_ch10.
Texto completoActas de conferencias sobre el tema "Cast-in anchor"
"Strength in Shear and Tension of Cast-in-Place Anchor Bolts". En SP-103: Anchorage to Concrete. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1677.
Texto completo"Strength and Behavior of Single Cast-in-Place Anchor Bolts Subject to Tension". En SP-103: Anchorage to Concrete. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1676.
Texto completoKocur, Georg Karl, Eleni Chatzi y Frank Häusler. "The Structural Behavior of Serrated Cast-In Anchor Channels - A Numerical Study on the Longitudinal Loading Close to the Edge". En 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.016.
Texto completoMasterton, Stephen, Michael Si, Pieter Swart, Mike Efthymiou y Jose Loques. "Sakhalin Single Anchor Leg Mooring (SALM) Repair Project". En ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-21187.
Texto completoNilforoush, R., G. Pia, M. Nilsson y L. Elfgren. "Anchorage Capacity and Performance in Plain and Steel-Fibre-Reinforced Concrete". En IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.0232.
Texto completoDupleix, Joakim. "Bach Dang cable-stayed bridge – Underslung form traveller". En IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0969.
Texto completoPothisiri, Thanyawat, Pitcha Jongvivatsakul y Vanichapoom Nantavong. "Experimental Investigation of Adhesive Bonding for Post‐installed Rebars into Concrete at High Temperatures". En IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1169.
Texto completoVan Shaar, Steven, Katy Cottingham, Andrew Walker y Rich Barrows. "Design of an Anchored, Cast-in-Place, Backfilled Retaining Wall". En Earth Retention Conference (ER) 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)35.
Texto completoDI NUNZIO, G., A. MARCHISELLA y G. MUCIACCIA. "The effect of very low bearing pressure on the behavior of cast-in anchors". En 9th International Conference On Concrete Under Severe Conditions - Environment and Loading. MENVIA, 2019. http://dx.doi.org/10.31808/5ca6e03d5ca4f0d406ac88a0.
Texto completoDi Nunzio, G. "A Literature Review about the head-size effect on the capacity of cast-in anchors". En 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.239783.
Texto completoInformes sobre el tema "Cast-in anchor"
Winters, James y Charles W. Dolan. Concrete Breakout Capacity of Cast-in-Place Anchors in Early Age Concrete. Precast/Prestressed Concrete Institute, 2013. http://dx.doi.org/10.15554/pci.rr.conn-003.
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