Relevant bibliographies by topics / Post-installed adhesive anchor

Contents

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

Academic literature on the topic 'Post-installed adhesive anchor'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Post-installed adhesive anchor"

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Sheng, Qin Zhu, Qun Xie, and Xin Wang. "Design and Analysis of Anchor Group under Eccentric Shear Loading." Advanced Materials Research 446-449 (January 2012): 3457–61. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.3457.

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Adhesive anchors are widely used as post-installed fasteners in civil engineering. A typical steel-to-concrete connection includes multiple anchors which are commonly subjected to combined moment and shear loading. Based on the assumption that all anchors take up shear load, a revised method is developed for the design of ductile anchors, which considers that only the row of most stressed anchors in the tension zone are needed to meet the elliptical interaction of tension and shear capacity requirement during the design process of anchorage group under combined shear and moment loading. The ul
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TOMIYAMA, Tomonori, and Itaru NISHIZAKI. "EXPERIMENTAL STUDY ON ALKALI RESISTANCE OF POST-INSTALLED ADHESIVE ANCHOR." Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)) 72, no. 5 (2016): II_46—II_55. http://dx.doi.org/10.2208/jscejseee.72.ii_46.

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SATO, Koki, Tomoaki AKIYAMA, and Hitoshi HAMASAKI. "STUDY ON QUALITY EVALUATION TEST FOR ADHESION OF ADHESIVES USED FOR POST－INSTALLED ADHESIVE ANCHOR." Journal of Structural and Construction Engineering (Transactions of AIJ) 84, no. 759 (2019): 587–95. http://dx.doi.org/10.3130/aijs.84.587.

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Al-Mansouri, Omar, Romain Mège, Nicolas Pinoteau, et al. "Design Recommendations for Bonded Anchors under Fire Conditions Using the Resistance Integration Method." Applied Sciences 11, no. 17 (2021): 7810. http://dx.doi.org/10.3390/app11177810.

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Fire design of cast-in place and post-installed anchors in concrete under fire is covered by EN 1992-4, Annex D, allowing steel- and concrete-related failure modes of anchors to be calculated. This informative annex of EN 1992-4 is limited to cast-in place or mechanical anchors, whereas post-installed adhesive anchors remain out of its scope. This paper presents a study of the applicability of the more flexible resistance integration method (RIM), proposed originally for the design of the pull-out resistance of post-installed reinforcement (PIR) by Pinoteau, on bonded anchors in uncracked conc
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TAKASE, Yuya, Toshinaga WADA, Takaaki IKEDA, and Yasuji SHINOHARA. "MECHANICAL MODEL OF ADHESIVE POST-INSTALLED ANCHOR SUBJECTED TO CYCLIC SHEAR FORCE." Journal of Structural and Construction Engineering (Transactions of AIJ) 77, no. 682 (2012): 1915–24. http://dx.doi.org/10.3130/aijs.77.1915.

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HIRAI, Toshiki, Hiroshi HIGASHIYAMA, Koichi NAKATSUJI, Sinichi IGARASHI, Yu NAGAME, and Yuta DEGUCHI. "Pull-out Behavior of Post-installed Adhesive Anchor with Torque Control Device." Journal of the Society of Materials Science, Japan 67, no. 1 (2018): 121–28. http://dx.doi.org/10.2472/jsms.67.121.

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SATOH, Ayumi, Yuki SAKAGAMI, Shun MITARAI, and Koji TAKEDA. "FINITE ELEMENT ANALYSIS ON PULL-OUT BEHAVIOR OF POST-INSTALLED ADHESIVE ANCHOR." Cement Science and Concrete Technology 70, no. 1 (2016): 526–32. http://dx.doi.org/10.14250/cement.70.526.

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Mumand, Fahim, Yusuke Nagai, and Mitsuhiro Shigeishi. "SIBIE application to detecting void at post-installed adhesive anchor in concrete." Construction and Building Materials 272 (February 2021): 121916. http://dx.doi.org/10.1016/j.conbuildmat.2020.121916.

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Xie, Qun, Chong Ji Zhu, and Hao Xue Ju. "Numerical Simulation of Bond Behavior for Adhesive Anchor in Steel-to-Concrete Connection Exposed to Fire." Applied Mechanics and Materials 351-352 (August 2013): 860–64. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.860.

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Adhesive anchor is an effective tool for a steel-to-concrete connection combined with the way of post-installed anchorage. However the bond strength of adhesive will decrease at elevated temperature which has a negative effect on anchorage behavior. In this paper a numerical analysis with 3D FE model has been carried out to investigate the tensile performance of adhesive anchor in a steel-to-concrete connection subjected to fire and the results show that high temperature have significant impact on bond strength of anchor even with the protection of fire resisting coating covering the surface o
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ITO, Michitane, Tomohisa MUKAI, Hiroshi SUZUKI, et al. "INNOVATIVE MEASUREMENT TECHNIQUE AND EVALUATION METHOD FOR UNFILLED PORTION IN ADHESIVE POST-INSTALLED ANCHOR." AIJ Journal of Technology and Design 27, no. 65 (2021): 99–103. http://dx.doi.org/10.3130/aijt.27.99.

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Dissertations / Theses on the topic "Post-installed adhesive anchor"

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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.

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Various anchorage systems including both cast-in-place and post-installed anchors have been developed for fastening both non-structural and structural components to concrete structures. The need for increased flexibility in the design of new structures and strengthening of existing concrete structures has led to increased use of various metallic anchors in practice. Although millions of fasteners are used each year in the construction industry around the world, knowledge of the fastening technology remains poor. In a sustainable society, buildings and structures must, from time to time, be adj
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Polo, Luz. "Caractérisation et optimisation de la performance des cartouches d'ancrage AMBEX sous chargement soutenu." Mémoire, Université de Sherbrooke, 2014. http://hdl.handle.net/11143/10138.

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Les systèmes d’ancrages adhésifs sont utilisés dans plusieurs applications en génie civil, notamment en réhabilitation et réparation des ouvrages d’infrastructure tels que des dalles de ponts, chaussées, tunnels, barrages, murs, poteaux, ainsi que dans certains travaux d’exploration géologique et minière. Un système d’ancrage adhésif comprend trois composants : l’élément d’ancrage : une barre d’armature ou une tige filetée ; le matériau adhésif : polymérique, cimentaire ou hybride ; et le substrat : en béton ou en maçonnerie. Les charges imposées sur les barres d’ancrage sont transmises
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Patel, Hemal Vinod. "Strengthening of noncomposite steel girder bridges with post-installed shear connectors : fatigue behavior of the adhesive anchor." 2013. http://hdl.handle.net/2152/22347.

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This thesis describes part of the work associated with Project 0-6719 sponsored by the Texas Department of Transportation (TxDOT). The primary objective of the project is to examine the feasibility of strengthening older continuous multi-span steel girder bridges through the use of post-installed shear connectors. Bridges potentially eligible for retrofit have noncomposite floor systems, where the concrete slab is not attached to the steel girders with shear connectors. Many of these bridges were designed in the 1950's and 1960's for loads smaller than the standard design loads used today. A s
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Mendoza, Mirna. "Performance of Adhesive and Cementitious Anchorage Systems." 2017. https://scholarworks.umass.edu/masters_theses_2/548.

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Post-installed anchoring systems are used extensively in Massachusetts Department of Transportation (MassDOT) projects due their ease of attachment to existing structures. However, recommendations on materials from various manufacturers are currently lacking for certain situations such as long-term tension loading. The purpose of the investigation presented in this thesis was to provide guidance on the use of anchoring systems to MassDOT. This research project evaluated the behavior of adhesive and cementitious bonded anchoring systems per the Stress-versus-Time-to-Failure approach found in th
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El, Menoufy Adham Mohamed. "Creep Behaviour of Post-Installed Adhesive Anchors under Various Sustained Load Levels and Environmental Exposures." Thesis, 2010. http://hdl.handle.net/10012/5348.

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This thesis describes an experimental study on the long-term creep behaviour of adhesive anchors under sustained tensile loads in combination with different environmental exposures. A comprehensive background and literature review is presented, focusing on various bond stress models for adhesive anchors, factors affecting their bond behavior, and an overview of available testing standards and evaluation criteria. The experimental program comprises of 82 test specimens. The specimens consist of a cylindrical shaped concrete block of 300 mm (12 inch) in diameter and 200mm (8 inch) in depth, with
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Peng, Jin-hau, and 彭金浩. "A Study on Inspection Bodies of TAF – Using the Post-Installed Adhesive Anchors in Concrete of inspection as an Example." Thesis, 2016. http://ndltd.ncl.edu.tw/handle/f38mtu.

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碩士<br>國立中央大學<br>土木工程學系在職專班<br>104<br>Taiwan currently follows the standards stipulated in the ISO/IEC 17025 General Requirements for the Competence of Testing Laboratories for the quality assessment of construction materials. By commissioning TAF accreditation laboratories, the level of quality control and technical competency of laboratories can be ensured. However, accreditation laboratories can only assess the properties of submitted test samples. The advantage is that contracting parties can freely select a suitable TAF accreditation laboratory. The disadvantage is that the reports provide
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Book chapters on the topic "Post-installed adhesive anchor"

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Takase, Y., M. Mizoguchi, and T. Wada. "Mechanical model of adhesive post-installed anchor subjected to combined force." In Computational Modelling of Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781315182964-110.

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Damasceno, Joao Henrique Lannes, Bruna Catoia, and Marcelo de Araújo Ferreira. "Experimental study of post-installed corbels with adhesive anchors." In Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks. CRC Press, 2016. http://dx.doi.org/10.1201/9781315207681-401.

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Ishida, Y., H. Sakata, Y. Takase, Y. Maida, Y. Shirai, and T. Sato. "FEM analysis of post-installed adhesive anchors under combined stress." In Computational Modelling of Concrete Structures. CRC Press, 2018. http://dx.doi.org/10.1201/9781315182964-111.

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Conference papers on the topic "Post-installed adhesive anchor"

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Pothisiri, Thanyawat, Pitcha Jongvivatsakul, and Vanichapoom Nantavong. "Experimental Investigation of Adhesive Bonding for Post‐installed Rebars into Concrete at High Temperatures." 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.2019.1169.

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&lt;p&gt;The use of post‐installed rebars into existing reinforced concrete structures bonded with epoxy resins was constantly increasing due to the advantage of equivalent or even higher bearing capacities at service temperature, compared with conventional cast‐in‐place rebars. Previous studies have examined the effects of different parameters on the mechanical properties of bonded post‐installed rebars at normal temperature. These studies showed that, for rebar diameter equal to 10 mm, the load bearing capacity increases linearly with the embedment length up to 75 mm. However, upon exposure
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MIYATA, HIROKAZU, SHINYA UCHIDA, TAKAYOSHI KIMURA, and TOSHIRO KAMADA. "Non Destructive Evaluation Method for Soundness of Adhesive Portion Around Post Installed Anchor Bolts in Concrete by Electromagnetic Pulse." In Third International Conference on Advances in Civil, Structural and Mechanical Engineering - ACSM 2015. Institute of Research Engineers and Doctors, 2015. http://dx.doi.org/10.15224/978-1-63248-083-5-64.

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Journal articles
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