Relevant bibliographies by topics / Anchorage lengths

Contents

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

Academic literature on the topic 'Anchorage lengths'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 February 2022

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Journal articles on the topic "Anchorage lengths"

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Leon, Roberto T. "Interior Joints with Variable Anchorage Lengths." Journal of Structural Engineering 115, no. 9 (1989): 2261–75. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:9(2261).

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Pokorný, P., J. Čech, P. Tej, and M. Vokáč. "The influence of total reinforcement anchorage length on misinterpretation of the impact of hot-dip galvanised steel corrosion on its bond strength with concrete." Koroze a ochrana materialu 60, no. 1 (2016): 13–20. http://dx.doi.org/10.1515/kom-2016-0003.

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Abstract To begin with, the intorduction of this paper summarises literature sources that wrongly interpret results of the bond strength between hot-dip galvanised reinforcements and concrete. The influence of the total reinforcement anchorage length on the bond strength results assessment was studied in detail. The numeric analysis of beam models with various testing anchorage lengths (the analysis input data comprised the results of previous bond strength tests carried out in a laboratory) unambiguously confirmed that when the bond strength between concrete and hot-dip galvanised reinforceme
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Oliveira, Hiskell Fernandes Fernandes e., Cleidiel Araujo Lemos, Ronaldo Silva Cruz, Victor Eduardo de Souza Batista, Rodrigo Capalbo da Silva, and Fellippo Ramos Verri. "Different bone anchorages for Morse taper implants with different lengths in maxilla anterior: An in silico analysis." Research, Society and Development 10, no. 9 (2021): e57010917729. http://dx.doi.org/10.33448/rsd-v10i9.17729.

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This study aimed to evaluate the stress distribution in bone tissue, in Morse tapper implants and components supporting a single crown in the maxillary anterior area, under different bone anchorages (conventional, bicortical and bicortical with nasal floor elevation) and implant lengths (8.5 mm, 10 mm and 11.5 mm) using 3D finite element analyses. Three 3D models including element #11 were simulated using software InVesalius, Rhinoceros 3D and SolidWorks. Bone block models were reconstructed from computed tomography and simulated the placement of one implant of 4 mm of diameter and lengths abo
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RANDI, R. P., L. C. ALMEIDA, L. M. TRAUTWEIN, and F. S. MUNHOZ. "Analysis of the influence of column reinforcement anchorage length in a concrete two-pile cap." Revista IBRACON de Estruturas e Materiais 11, no. 5 (2018): 1122–50. http://dx.doi.org/10.1590/s1983-41952018000500012.

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Abstract This paper describes the parametric analysis applied to assess the influence of column anchorage-reinforcement length on concrete two-pile caps under uniform compression. The non-linear numerical analysis was conducted with the bi-dimensional elements of ATENA 2D software, considering perfect adherence between steel and concrete. Simulation was based on the experimental reference model by Munhoz [1], which was the parameter adopted to validate the numerical modeling. From the validated model, four different anchorage reinforcement lengths were adopted, 34,0 cm, 20,0 cm, 10,0 cm e 3,0
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Kang, Seen-Young, Ji-Min Yu, Hyoung-Sik Kim, et al. "Influence of Orthodontic Anchor Screw Anchorage Method on the Stability of Artificial Bone: An In Vitro Study." Materials 13, no. 14 (2020): 3205. http://dx.doi.org/10.3390/ma13143205.

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This study aims to compare the torque values for various lengths of the titanium-based orthodontic anchor screw (OAS), different anchorage methods and varying artificial bone densities after predrilling. Furthermore, the effects of these parameters on bone stability are evaluated. A total of 144 OASs were prepared with a diameter of 1.6 mm and heights of 6, 8 and 10 mm. Artificial bones were selected according to their density, corresponding to Grades 50, 40 and 30. Torque values for the automatic device and manual anchorage methods exhibited a statistically significant difference for the same
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Yi Lin, Song, Yow Mimi, Chew Ming Tak, Foong Kelvin Weng Chiong, and Wong Hung Chew. "A Study of Success Rate of Miniscrew Implants as Temporary Anchorage Devices in Singapore." International Journal of Dentistry 2015 (2015): 1–10. http://dx.doi.org/10.1155/2015/294670.

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Objective. To find out the success rate of miniscrew implants in the National Dental Centre of Singapore (NDCS) and the impact of patient-related, location-related, and miniscrew implant-related factors.Materials and Methods. Two hundred and eighty-five orthodontic miniscrew implants were examined from NDCS patient records. Eleven variables were analysed to see if there is any association with success. Outcome was measured twice, immediately after surgery prior to orthodontic loading (T1) and 12 months after surgery (T2). The outcome at T2 was assessed 12 months after the miniscrew’s insertion
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Jahed, Zeinab, Hongyan Hao, Vyom Thakkar, et al. "Role of KASH domain lengths in the regulation of LINC complexes." Molecular Biology of the Cell 30, no. 16 (2019): 2076–86. http://dx.doi.org/10.1091/mbc.e19-02-0079.

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The linker of the nucleoskeleton and cytoskeleton (LINC) complex is formed by the conserved interactions between Sad-1 and UNC-84 (SUN) and Klarsicht, ANC-1, SYNE homology (KASH) domain proteins, providing a physical coupling between the nucleoskeleton and cytoskeleton that mediates the transfer of physical forces across the nuclear envelope. The LINC complex can perform distinct cellular functions by pairing various KASH domain proteins with the same SUN domain protein. For example, in Caenorhabditis elegans, SUN protein UNC-84 binds to two KASH proteins UNC-83 and ANC-1 to mediate nuclear mi
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Zejli, Hasnae, A. Laksimi, C. Tessier, L. Gaillet, and S. Benmedakhene. "Detection of the Broken Wires in the Cables’ Hidden Parts (Anchorings) by Acoustic Emission." Advanced Materials Research 13-14 (February 2006): 345–50. http://dx.doi.org/10.4028/www.scientific.net/amr.13-14.345.

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Steel cables play an indispensable role in a number of rather diverse fields of applications. They are extensively used in suspension and stay cables bridges. It is important to be able to detect as precociously as possible the defects affecting their performance. They can present a healthy aspect over their observable lengths and be damaged in the hidden parts (anchorages). In this present study, Acoustic Emission (AE) is used in order to detect and to locate broken wires in the anchorage zones. The study of the behaviour of a broken wire in a cable under dynamic bending contribute to underst
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Lin, Feng, and Peng Zhao. "Behavior of Grouted Sleeve Splice for Steel Profile under Tensile Loadings." Materials 13, no. 9 (2020): 2037. http://dx.doi.org/10.3390/ma13092037.

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Two groups of grouted sleeve splices for steel profile were tested to investigate their tensile behavior, serving as pilot studies for novel prefabricated reinforced concrete shear wall structures. In the first group, four splice specimens with different embedded lengths of steel profile were monotonic tensile loaded to determine an appropriate anchorage length. In the second group, three splice specimens with a conservative anchorage length of steel profile were tested under repeated tensile loading, cyclic loading at high stress, and cyclic loading at large strain, respectively. Parametric s
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Rezansoff, T., and B. F. Sparling. "Correlation of the bond provisions of CSA A23.3-94 with tests on tension lap splices in beams." Canadian Journal of Civil Engineering 22, no. 4 (1995): 755–69. http://dx.doi.org/10.1139/l95-086.

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Data on beams with tension lap splices tested under static loading at the same institution over the past two decades are correlated with the bond provisions of the Canadian concrete standard CAN/CSA A23.3-94 (detailed design approach), as well as with the recommendations of ACI Committee 408, on which the Canadian standard appears to be largely based. The correlations show that transverse reinforcement is more effective than the new bond provisions allowed in cases where the bond failure is governed by splitting rather than bar pullout. Extending the effective limits for confinement provides a
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Dissertations / Theses on the topic "Anchorage lengths"

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El, Zghayar Elie. "TRANSFER AND DEVELOPMENT LENGTH OF STRANDS IN POST-TENSIONED MEMBERS AFTER ANCHOR HEAD FAILURE." Master's thesis, University of Central Florida, 2010. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3919.

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Post-tensioning tendons in segmental bridge construction are often only anchored within the deviator and pier segments. The effectiveness of the post-tensioning (PT) system is therefore dependent on proper functioning of the anchorages. On August 28, 2000 a routine inspection of the Mid-Bay Bridge (Okaloosa County, Florida) revealed corrosion in numerous PT tendons. Moreover, one of the 19-strand tendons was completely slacked, with later inspection revealing a corrosion-induced failure at the pier anchor location. Anchorage failure caused all PT force to transfer to the steel duct located wit
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Lorenz, Enrico, and 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.

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Für das Funktionieren von Verstärkungsschichten aus Textilbeton ist eine sichere Kraftübertragung zwischen den einzelnen Verbundbaustoffen sicherzustellen. Aufgrund der sehr hohen Garnzugfestigkeiten sind besonders bei Verwendung textiler Bewehrungen aus Carbon sehr effektive Verstärkungen herstellbar. In Textilbetonbauteilen sind hierbei im Regelfall Übergreifungsstöße der textilen Bewehrungslagen nicht zu vermeiden. Der vorliegende Beitrag befasst sich daher mit der experimentellen und analytischen Bestimmung der Übergreifungslängen textiler Bewehrungsstrukturen innerhalb von Textilbetonvers
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Tasligedik, 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.

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Behavior of lap splices formed by CFRP rolls has been studied. CFRP rolls have been prepared by using CFRP sheets of a certain width. Strengthening methods that use CFRP rolls as reinforcement may require an epoxy anchored lap splice due to the conditions at the strengthening regions. It may not always be possible to strengthen the region by using only one roll fan anchored at both ends, but using two rolls from opposite faces of the member and lap splicing them at the middle so that they act as a single roll. Lap splice behavior can be studied best by using flexural beam bond specimens if
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Lorenz, 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.

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Die sichere Einleitung und Übertragung der wirkenden Kräfte ist Bedingung für die Funktionsfähigkeit und die vollständige Ausnutzung der Tragfähigkeit von Textilbetonbauteilen und -verstärkungsschichten. So kann es bei ungünstiger Konfiguration und Anordnung der Einzelkomponenten des Verbundbaustoffes zur Ausbildung einer Vielzahl verschiedener Verbundversagensformen kommen. Diese umfassen neben der Bildung von verbundschädigenden Delaminations- und Spaltrissen lokale Abplatzungen der Betondeckung oder einen vorzeitigen Auszug der Garne aus dem Beton. Besonders beansprucht sind in diesem Zusam
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Andreou, Eftychia. "Performance evaluation of RC flexural elements strengthened by advanced composites." Thesis, University of South Wales, 2002. https://pure.southwales.ac.uk/en/studentthesis/performance-evaluation-of-rc-flexural-elements-strengthened-by-advanced-composites(f441fa99-6428-46c2-8053-8e362546044c).html.

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The flexural performance of composite systems made of reinforced concrete, Fibre Reinforced Polymers (FRPs) and adhesives was studied during the current research. The experimental investigation was principally concentrated on the potential use of Kevlar® 49 (aramid fibre) for RC beam strengthening. The main aims of research have been; (a) to investigate the relative merits of using Aramids in comparison to other FRPs, (b) strength optimisation of systems to prevent excessive losses of ductility, (c) to examine the failure mode and crack patterns, together with salient strength factors at ultim
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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.

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The goal of the project is behaviour and dimensioning of selected monolithic concrete structure elements. Design and assessment of the building foundation was made. Slabs of the floors are dimensioned in detail. All computations are made in accordance with Eurocode 2. Drawing documentation is part of this project.
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Sitta, Martin. "Montovaná železobetonová konstrukce výrobní haly s administrativou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265275.

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As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the prefabricated reinforced concrete industrial building with administration at ultimate limit state in accordance with applicable standards. Movable overhead crane with carrying capacity of 50 tons is the main distinction of the industrial hall. Lateral frame whit main structural parts which are roof prestressed girder, load-bearing column supporting the overhead crane and drilled pile transferring loads from the upper construction to the load bearing subsoil, is designed in particula
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Vyhnalíková, Kateřina. "Betonová konstrukce krytého parkoviště pro bytové domy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240439.

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The aim of diploma thesis is a design and an assessment of selected structural elements of one floor in monolithic concrete structures serving as covered parking for an apartment house. Software RFEM is used here to calculate internal forces. The thesis also includes manual calculation of internal forces and comparison with software results. It also includes drawings of proposed solution. All calculation are done in accordance with Eurocode 2.
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Pevner, Jan. "Nadzemní parkovací dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226965.

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The work focuses on the design and assessment of selected structural elements of one overground floor monolithic concrete structures and staircases. All calculations are done in accordance with Eurocode 2.
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Teng, Kai-Chung, and 鄧凱均. "The use of stress wave to evaluate the epoxy injection length of steel bar anchorage in concrete repair." Thesis, 2017. http://ndltd.ncl.edu.tw/handle/40476644748554559092.

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碩士<br>國立中興大學<br>土木工程學系所<br>105<br>The purpose of this thesis is to develop a non-destructive test technique for detection of the bonded length and the embedment length of post-installed rebars. In the study, numerical analysis was performed first to investigate the stress wave propagation behavior in the post-installed rebars subjected to impact. Various bonded lengths and embedment lengths of post-installed rebars were considered in the numerical study. The regression analysis was performed based on the numerical results to establish relation curves, which were integrated into a data base. Su
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Book chapters on the topic "Anchorage lengths"

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Bielak, Jan, Yingxiong Li, Josef Hegger, and Rostislav Chudoba. "Numerical and Experimental Characterization of Anchorage Length for Textile Reinforced Concrete." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_48.

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Dritsos, Stephanos, and Dimitrios Baros. "Modification and Strengthening of a Characteristic Reinforced Concrete Building in Patras, Greece." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.021.

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&lt;p&gt;The design and application of strengthening measures aiming to effectively counter possible weaknesses related to the extensive architectural modification of a characteristic reinforced concrete building is discussed in this chapter. Several balconies were removed as part of the architectural interventions. Externally bonded reinforcement consisting of steel and fibre reinforced polymer laminates was applied as an “answer” to possible changes in flexural stress of selected structural elements in the immediate area of the demolitions. A unique anchorage system was also designed and applied as an answer to the loss of development length of the main reinforcement bars of selected beams due to the removal of their cantilever parts.&lt;/p&gt;
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Lee, Sang-Joon, Jérôme Humbert, Kwang-Mo Kim, Joo-Saeng Park, and Moon-Jae Park. "Shear Performance of Wood-Concrete Composite with Different Anchorage Length of Steel Rebar." In Materials and Joints in Timber Structures. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-7811-5_41.

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"anchorage length." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_11778.

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de Lorenzis, L., A. Rizzo, and A. La Tegola. "2.9 Anchorage length of near-surface mounted FRP rods in concrete." In Advanced polymer composites for structural applications in construction. Thomas Telford Publishing, 2002. http://dx.doi.org/10.1680/apcfsaic.31227.0014.

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George, Timothy S., Lawrie K. Brown, and A. Glyn Bengough. "Advances in understanding plant root hairs in relation to nutrient acquisition and crop root function." In Understanding and improving crop root function. Burleigh Dodds Science Publishing, 2021. http://dx.doi.org/10.19103/as.2020.0075.06.

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Root hairs are found on most terrestrial flowering plant species. They form from epidermal cells at a predetermined distance behind the growing root tip in three main patterns. Their presence, pattern, length, density and function are genetically controlled and numerous genes are expressed solely in root hairs. Their growth and proliferation are attenuated by the environment and root hairs growing in soil are generally shorter and less dense than those in laboratory studies. Root hairs have a number of functions including anchorage, root soil contact and bracing to enable roots to penetrate hard soils. However, their primary function is acquisition of nutrients and water, in particular phosphate. They are the site of transporters, exudation of active compounds and infection point of symbiotic microbial interactions. They have a profound effect on rhizosphere characteristics and are a potentially useful target for breeding crops for future agricultural sustainability.
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Conference papers on the topic "Anchorage lengths"

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Caspari, Christian, and Matthias Pahn. "Influence of the local bond stress distribution of FRP rebars on the anchorage in concrete." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0884.

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&lt;p&gt;Poor durability of building structures leads to high repair costs. The durability of reinforced concrete structures is largely dependent on the corrosion resistance of the reinforcing steel. For applications which are highly endangered by corrosion, fibre-reinforced plastic (FRP) offer a solution. A basic prerequisite for the long-term functionality of a composite material is the bonding of the individual components. The lower modulus of elasticity and the different surface geometry of glass fibre- reinforced plastic (GFRP) reinforcement compared to steel reinforcement lead to a chang
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Yubao Zhan and Chunan You. "Determination of effective anchorage length." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776296.

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Parks, J. E., C. P. Pantelides, L. F. Ibarra, and D. H. Sanders. "Seismic Anchorage of Dry Storage Casks Using Stretch Length Anchors." In Structures Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480427.045.

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Xiaoming, Cui, and LI Jing. "Tensile Capacity and Anchorage Length Experiment of Chemically-Planted Steel Bar Member." In 2013 Fourth International Conference on Digital Manufacturing & Automation (ICDMA). IEEE, 2013. http://dx.doi.org/10.1109/icdma.2013.328.

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"Unidirectional Carbon Fibre Anchorage Length Effect on Flexural Strength Capacity For Concrete Beams." In 2nd International Conference on Architecture, Structure and Civil Engineering. Universal Researchers, 2016. http://dx.doi.org/10.17758/ur.u0316340.

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Soppela, Sami, and Esko Järvenpää. "Conceptual Design of balanced Cable-Stayed Bridges." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1887.

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&lt;p&gt;The cables are the major loadbearing cost components in the longitudinal direction of a cable-stayed bridge. The quantity of the cables reflects directly to the comparative costs of different alternative layouts. The cable forces, calculated for permanent load balance lead to a reliable cable quantity estimation. For a long-term durability it is important that the bridge is in balance for permanent loads. The influence of the live loads can be estimated separately.&lt;/p&gt;&lt;p&gt;The purpose of this article is to estimate cable quantities in an early design stage when finding the o
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Hidekazu, Yoshimatsu, Takahashi Ryosuke, and Tokushige Hidenobu. "Load bearing performance of precast PC slab using rationalized joints." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0679.

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&lt;p&gt;The purpose of this study is development of an RC joint structure, called as the rationalized joint, applicable to the bridge axial joint of precast PC slabs in the replacement work of RC slabs of deteriorated steel bridges. A nut is attached to an end of the re-bar in the joint of the precast PC slab. The bending and shear load-carrying capacity of the joint with reduced anchorage length is confirmed by experiments. Furthermore, the fatigue resistance performance is confirmed by a moving wheel load test. Moreover, the fixing performance is confirmed and applied as a joint of an actua
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Makita, Tohru, Yuichiro Nakamura, Shigeaki Kouroki, and Tetsuya Yamazaki. "Design and Construction of the Komono Secon Viaduct in Mie, Japan." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0278.

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&lt;p&gt;The present paper describes key aspects of the design and construction of the Komono Second Viaduct. The viaduct is a three‐span prestressed concrete extradosed bridge with a three‐cell box girder across the Mitaki River, carrying the Shin‐Meishin Expressway at Komono, Mie Prefecture in Japan. The extradosed bridge has an overall length of 341m and a main span of 161m with a 23.35m wide deck carrying dual carriageway with two lanes for each direction. Dual central cable planes are adopted allowing for future deck widening. The stay cable consists of either 37 or 48 seven‐wire prestres
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Mo, Gaute, Fernando Ibáñez Climent, Altea Cámara Aguilera, Göran Werme, Henrik Hermansson, and Johan Eriksson. "Väster Pedestrian and Cycle Bridge: Connecting the Town Centre with a New Developed Area." In Footbridge 2022 (Madrid): Creating Experience. Asociación Española de Ingeniería Estructural, 2021. http://dx.doi.org/10.24904/footbridge2022.187.

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&lt;p&gt;This pedestrian and cycle bridge spans the river in Eskilsuna connecting the historic, industrial area of Munktellstaden with the town centre, forming part of a rehabilitation of the area. The bridge was completed in 2016 on behalf of the City of Eskilstuna. The final design was chosen from three alternatives: the Landmark, the Industrial and the Transparent. All three options proposed were of steel, and all designs had to provide a 4.5m free deck width, maintain an unobstructed navigation channel of 5.0m wide by 3.35m high and a maximum slope of 5%. The Landmark proposal was an asymm
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