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

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

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Oh, Hong-Seob, and Sung-Rak Park. "Experimental Verification on the Structural Safety of Cantilever Beam Connected with Post-installed Adhesive Anchor Bolts." Journal of the Korea Concrete Institute 23, no. 4 (2011): 529–36. http://dx.doi.org/10.4334/jkci.2011.23.4.529.

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12

Satoh, Ayumi, Koji Takeda, and Kiyoshi Murakami. "FEM analysis on combined bond-cone fracture of a post-installed adhesive anchor filled with UHPFRC." Theoretical and Applied Fracture Mechanics 100 (April 2019): 46–54. http://dx.doi.org/10.1016/j.tafmec.2018.12.012.

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13

HATTORI, Shinichi, Koki TERASAWA, Kazuya HAYASHIMOTO, and Toshiro KAMADA. "EXPERIMENTAL EVALUATION OF THE INFLUENCE TO THE VIBRATION PROPERTY OF POST-INSTALLED ADHESIVE ANCHOR SIMULATING INITIAL DEFECT BY SETTING CONDITION OF ELECTROMAGNETIC PULSE METHOD." Cement Science and Concrete Technology 71, no. 1 (2017): 248–55. http://dx.doi.org/10.14250/cement.71.248.

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14

Contrafatto, Loredana, and Renato Cosenza. "Behaviour of post-installed adhesive anchors in natural stone." Construction and Building Materials 68 (October 2014): 355–69. http://dx.doi.org/10.1016/j.conbuildmat.2014.05.099.

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15

Haidar, Haidar H., Faten I. Mussa, Abbas O. Dawood, Ahmed A. Ghazi, and Rassel A. Gabbar. "Experimental Study of Post Installed Rebar Anchor Systems for Concrete Structure." Civil and Environmental Engineering 16, no. 2 (2020): 308–19. http://dx.doi.org/10.2478/cee-2020-0031.

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AbstractThis study investigated the effectiveness of several types of adhesives used in post-installed rebar connections as a bonding agent between steel reinforcement bars and old concrete under pull out test. The experimental samples were; cylindrical samples of (150 mm dia. × 300 mm high) with anchors rebar of varying diameter (12 and 16 mm), different embedded length (100 and 150) mm with different holes’ diameters. The strategy of control were cast-in-place rebar concrete specimens while other samples are post-installed rebar concrete specimens of varied chemical adhesives as bonding agen
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16

ISHIDA, Yutaro, Hiroyasu SAKATA, Yuya TAKASE, Yusuke MAIDA, and Takumi SATO. "3D FEM ANALYSIS OF POST-INSTALLED ADHESIVE ANCHORS UNDER COMBINED STRESS." Journal of Structural and Construction Engineering (Transactions of AIJ) 83, no. 751 (2018): 1307–17. http://dx.doi.org/10.3130/aijs.83.1307.

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17

Apriyatno, Henry, Supriyono Supriyono, and 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, no. 1 (2021): 19–28. http://dx.doi.org/10.15294/jtsp.v23i1.28027.

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Abstract: Anchor serves to connect steel and concrete construction that can transfer steel pull-out load to concrete. Sanko hammer drive anchor usually has been available in the model of expansion that can be installed into concrete with cast in place and post installed methods. The experiment was aimed at comparing pull out failures of Sanko hammer drive expansion anchor using cast in place and post installed installation methods based on pull-out failure behavior. Experimental data were obtained from the pull-out strength test of Sanko hammer drive expansion anchor, compressive strength test
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18

OSHIMA, Mutsumi, Kimihiko MORITA, Tomoaki SUGIYAMA, and Toshikazu HANAZATO. "TENSILE AND SHEAR BEHAVIORS OF POST-INSTALLED ADHESIVE ANCHORS IN BRICK CONSTRUCTION." AIJ Journal of Technology and Design 22, no. 52 (2016): 983–86. http://dx.doi.org/10.3130/aijt.22.983.

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19

Gesoğlu, Mehmet, Esra Mete Güneyisi, Erhan Güneyisi, Muhammet Enes Yılmaz, and Kasım Mermerdaş. "Modeling and analysis of the shear capacity of adhesive anchors post-installed into uncracked concrete." Composites Part B: Engineering 60 (April 2014): 716–24. http://dx.doi.org/10.1016/j.compositesb.2014.01.015.

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20

Mousavi Siamakani, Seyed Yaser, Punyawut Jiradilok, Kohei Nagai, and Raktipong Sahamitmongkol. "Discrete mesoscale analysis of adhesive anchors under tensile load taking into account post-installed reinforcement." Construction and Building Materials 262 (November 2020): 120778. http://dx.doi.org/10.1016/j.conbuildmat.2020.120778.

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21

SUGIMOTO, Kuniyoshi, Akira TASAI, Ryoko TANI, Tomoaki AKIYAMA, Hiroshi FUKUYAMA, and Yoshio INOUE. "HYSTERETIC RESTORING FORCE CHARACTERISTICS OF RC WALL COLUMN SPECIMEN USING POST-INSTALLED ADHESIVE ANCHORS FOR MAIN BARS." Journal of Structural and Construction Engineering (Transactions of AIJ) 83, no. 749 (2018): 1041–50. http://dx.doi.org/10.3130/aijs.83.1041.

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22

TAKASE, Yuya, Toshinaga WADA, Takaaki IKEDA, Yasuji SHINOHARA, and Mitsuo MIZOGUCHI. "MECHANICAL BEHAVIOUR AND WORK OF ADHESIVE POST-INSTALLED ANCHORS SUBJECTED TO CYCLIC SHEAR FORCE AND CONSTANT TENSILE FORCE." Journal of Structural and Construction Engineering (Transactions of AIJ) 82, no. 738 (2017): 1255–63. http://dx.doi.org/10.3130/aijs.82.1255.

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23

Hussein Mohamed Ali, Ali, and Aboalmaali Alamin Mohamed. "Review of Punching Shear Strengthening Methods [Case Study: Application of Post Installed Shear Bolt Papers]." FES Journal of Engineering Sciences 9, no. 1 (2021): 13–19. http://dx.doi.org/10.52981/fjes.v9i1.657.

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Flats slabs became a common solution for buildings because they are easy and fast to build. In the last few years, some building that constructed using flat slab system required strengthening for column to slab junction due to either some imperfections during design, construction or due to increase of the design load in case of change of the building function. The common strengthen methods against punching shear (column heads, drop panels) leave an obvious trace which in most cases conflicts with some extensions parts and may reduce the height of the story considered, thus it can’t be applied
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24

Sklarov, Nikolai, and Catherina Thiele. "Material-Dependent Shear Capacity of Threaded Rods." CivilEng 1, no. 3 (2020): 351–67. http://dx.doi.org/10.3390/civileng1030022.

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Currently, the determination of the shear capacity VRk,s0 of post installed adhesive anchors is already included in the current standardization and approval documents. Considering that EAD 330499-00-0601 allows for determining the shear resistance of a fastener only based on the characteristic steel ultimate tensile strength fuk determined from the material tensile tests, and without considering the actual ductility of the material used, this leads to a severe underestimation of the actual steel shear resistance. In order to efficiently determine the shear strength by calculation based on mate
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25

Abali, Bilen Emek, Jan Vorel, and Roman Wan-Wendner. "Thermo-mechano-chemical modeling and computation of thermosetting polymers used in post-installed fastening systems in concrete structures." Continuum Mechanics and Thermodynamics, November 1, 2020. http://dx.doi.org/10.1007/s00161-020-00939-4.

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Abstract As thermoset polymers find frequent implementation in engineering design, their application in structural engineering is rather limited. One key reason relies on the ongoing curing process in typical applications such as post-installed adhesive anchors, joints by structural elements or surface-mounted laminates glued by adhesive polymers. Mechanochemistry including curing and aging under thermal as well as mechanical loading causes a multiphysics problem to be discussed. For restricting the variety of material models based on empirical observations, we aim at a thermodynamically sound
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26

Rey Bouzón, Emilio José. "CARACTERIZACIÓN EXPERIMENTAL DE ANCLAJES POST INSTALADOS DE GRAN CAPACIDAD EN SITUACIONES SÍSMICAS." Hormigón y Acero, December 17, 2020. http://dx.doi.org/10.33586/hya.2020.2599.

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A medida que mejoran la tecnología y disponibilidad de las resinas, el campo de aplicación del anclaje post instalado se va extendiendo a situaciones de mayor demanda mecánica. En el caso planteado en este estudio, se analiza la adecuación de anclajes post instalados de gran capacidad en un muro pantalla y una losa de hormigón armado de gran tamaño situados en zona sísmica.
 El anclaje tipo objeto de estudio se conforma con barras de acero equivalente al B500S de 32 mm de diámetro instalado con resina en un taladro de 40 mm de diámetro y 800 mm de profundidad. El procedimiento de validaci
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