Relevant bibliographies by topics / Anchorage test

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Anchorage test'

Author: Grafiati
Published: 6 September 2023
Last updated: 19 July 2025

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Journal articles on the topic "Anchorage test"

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Claro, Cristiane Aparecida de Assis, Rosana Villela Chagas, Ana Christina Elias Claro Neves, and Laís Regiane da Silva-Concílio. "Comparative photoelastic study of dental and skeletal anchorages in the canine retraction." Dental Press Journal of Orthodontics 19, no. 1 (2014): 100–105. http://dx.doi.org/10.1590/2176-9451.19.1.100-105.oar.

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OBJECTIVE: To compare dental and skeletal anchorages in mandibular canine retraction by means of a stress distribution analysis. METHODS: A photoelastic model was produced from second molar to canine, without the first premolar, and mandibular canine retraction was simulated by a rubber band tied to two types of anchorage: dental anchorage, in the first molar attached to adjacent teeth, and skeletal anchorage with a hook simulating the mini-implant. The forces were applied 10 times and observed in a circular polariscope. The stresses located in the mandibular canine were recorded in 7 regions.
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Long, Zhe, Zhi-xin Yan, and Chun-bo Liu. "Shear Effects on the Anchorage Interfaces and Seismic Responses of a Rock Slope Containing a Weak Layer under Seismic Action." Mathematical Problems in Engineering 2020 (April 30, 2020): 1–11. http://dx.doi.org/10.1155/2020/1424167.

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The shear effects on the anchorage interfaces under seismic action is a key problem requiring urgent investigation in the field of rock and soil anchorages. In this paper, the model of rock slope with a weak layer was constructed by pouring, and the large-scale shaking table model test was completed. The shear strain on the anchorage interfaces and the acceleration of the slope were collected using built measurement systems. The shear effects on the two anchorage interfaces (a bolt-grout interface and a grout-rock interface) and seismic responses of the slope under seismic action were investig
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Wei, Xing, and Jun Li. "Theoretical and Experimental Study on Cable-to-Irder Anchorages in Long-Span Cable-Stayed Bridges with Steel Box Girder." Advanced Materials Research 255-260 (May 2011): 1315–18. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.1315.

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Cable anchorages are among the most important elements in a cable-stayed bridge, which are complex in structure and bear heavy load. There are three main forms in anchorage zone between girder and cable in modern long-span cable-stayed bridge with steel box girder, which are ear-plate form, anchor-box form and anchor-plate form. Combining theoretical analysis with the static test, static behavior and stress transfer pathway of three typical cable-to-girder anchorages were analyzed, and the differences of stress distribution and stress concentration among anchorage zones were pointed out. Based
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Keum, Moon Seoung, Jae Yoon Kang, Jong Sup Park, and Woo Tai Jung. "Performance Test of Swage Anchorage According to the Insert of CFRP Tendon." Key Engineering Materials 730 (February 2017): 452–56. http://dx.doi.org/10.4028/www.scientific.net/kem.730.452.

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Despite of the numerous advantages offered by the CFRP tendon, there are still problems to be solved. Among them, finding an effective anchoring method considering the material properties of CFRP constitutes a typically pending problem. Being an orthotropic material, the CFRP tendon presents risk of breakage under forces acting perpendicularly to the direction of the fibers. This implies that a new type of anchor should be developed for the CFRP tendon since the anchorages used for conventional steel strands cannot be readily applied. Moreover, following the growing interest given to the CFRP
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Zhao, Lin, Xian Ming Zeng, Shi Min Li, and Da Lu Lin. "Field Test Study of the Blast-Resistance Performance of Optimal Composite Anchorage Structure." Advanced Materials Research 250-253 (May 2011): 1474–77. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1474.

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This paper introduced the comparison test of new optimal composite anchorage structure and single anchorage structure. The measured results show that the particle acceleration of single anchorage structure is 2.22 times higher than that of the optimal composite anchorage structure. The dynamic strain of the former is 5.3~4.5 times higher than that of the latter. The blast-resistance of the optimal composite anchorage structure is 5.10 times higher than that of the single anchorage structure. Under the limit damage condition, the former is 4.13~3.40 higher than that of the latter. The optimal c
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McKay, K. S., and M. A. Erki. "Grouted anchorages for aramid fibre reinforced plastic prestressing tendons." Canadian Journal of Civil Engineering 20, no. 6 (1993): 1065–69. http://dx.doi.org/10.1139/l93-137.

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Nonmetallic prestressing tendons, made of fibre-reinforced composite materials, are being proposed as alternatives to steel prestressing tendons for bridges and parking garage structures, where corrosion is the leading cause of structural deterioration. One type of commercially available nonmetallic tendons is made of pultruded aramid fibres. One of the main problems for these tendons, which is common to all nonmetallic tendons, is that the high ratio of the axial to lateral strength of fibre-reinforced materials requires special attention to the type of anchorage used. For the aramid tendon,
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Pham, Quang-Quang, Ngoc-Loi Dang, and Jeong-Tae Kim. "Smart PZT-Embedded Sensors for Impedance Monitoring in Prestressed Concrete Anchorage." Sensors 21, no. 23 (2021): 7918. http://dx.doi.org/10.3390/s21237918.

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This study investigates the feasibility evaluation of smart PZT-embedded sensors for impedance-based damage monitoring in prestressed concrete (PSC) anchorages. Firstly, the concept of impedance-based damage monitoring for the concrete anchorage is concisely introduced. Secondly, a prototype design of PZT-embedded rebar and aggregate (so-called smart rebar–aggregate) is chosen to sensitively acquire impedance responses-induced local structural damage in anchorage members. Thirdly, an axially loaded concrete cylinder embedded with the smart rebar–aggregate is numerically and experimentally anal
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Kim, Min Sook, and Young Hak Lee. "Load Carrying and Hydrostatic Performances of Innovative Encapsulated Anchorage System for Unbonded Single Strand." Advances in Civil Engineering 2019 (August 25, 2019): 1–16. http://dx.doi.org/10.1155/2019/7812623.

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A new anchorage system is proposed having a circular bearing plate and curvature between the bearing plate and the anchor head to improve stress concentration. A lid with a screw instead of the grouting method is also proposed to prevent moisture penetration. The details of the anchorage device have been chosen to reduce stress concentration based on the finite element analysis. Static load test, load transfer test, and hydrostatic test of fabricated devices were carried out according to ETAG 013 to evaluate the proposed design. As results, the anchorage slip and stabilization satisfied the re
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Manea, A. M., M. D. Iozsa, C. Stan, and A. Ioniţă. "Finite element analysis for testing safety-belt anchorages." IOP Conference Series: Materials Science and Engineering 1235, no. 1 (2022): 012048. http://dx.doi.org/10.1088/1757-899x/1235/1/012048.

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Abstract The passive safety of the vehicle is ensured by designing optimized restraint systems to protect the occupants during the accident. The safety-belts have the role of restraining the occupants of the car on the seat during an impact or in the event of a rollover. Their retention prevents or minimizes the impact between the occupants and the interior components of the passenger compartment. Two simplified models of seat structures are proposed to determine the strength of the safety-belts anchorages. The test of the anchorage for safety-belts of the two seat models is performed in accor
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He, Xinrong, Guowei Li, Sidi Kabba Bakarr, Jiantao Wu, and Wei Yu. "Comparative Test on the Bond Damage of Steel and GFRP Bars Reinforcing Soft Rock Slopes." Applied Sciences 11, no. 23 (2021): 11161. http://dx.doi.org/10.3390/app112311161.

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Soft rock slopes were anchored with traditional steel bars and new Glass Fibre Reinforced Polymer (GFRP) bars. The difference in the anchorage performance of the two kinds of anchorage elements in soft rock and expansive soil was studied by an in-situ test. The results show that cyclic load can aggravate the bond damage of the interface between grouting body and both kinds of bars used in soft rock. Compared with the number of cyclic loads applied, the previous maximum load is the main factor that influences the bond damage of the anchorage bar. Under constant loading, the interface bond behav
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Dissertations / Theses on the topic "Anchorage test"

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Wu, Zhongxin. "Effective Post-Tensioned Splicing System for Prestressed Concrete Piles." Scholar Commons, 2016. http://scholarcommons.usf.edu/etd/6605.

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Precast prestressed concrete piles are widely used in deep foundation construction. Due to unexpected site soil conditions and difficulties associated with transportation and handling long precast piles, splicing is sometimes necessary at the construction site. Available splicing methods utilize steel type connections that are more suitable for reinforced concrete construction and result in limited tensile capacity at the splice. This dissertation describes studies associated with the development of a new post-tensioned splicing system using staggered, embedded anchorages. The new system has t
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Tronco, Paula Borges. "Efeitos da ancoragem em julgamentos e decisões no mercado imobiliário: uma análise a partir do nível de conhecimento dos decisores." Universidade Federal de Santa Maria, 2012. http://repositorio.ufsm.br/handle/1/4610.

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Individuals often have difficulty identifying the heuristics that affect their decision-making (NOFSINGER and BAKER, 2002). However, Menkhoff, Brozynki and Schmidt (2006) show that individuals knowledgeable about the influence of heuristics in decision making may have fewer episodes of bounded rationality compared to individuals unrelated to this knowledge. According to Mussweiler et al. (2000), the Anchorage is one of the most striking influences on judgment and decision making. In this context, the main objective of this research was to verify the existence of heuristics in the anchoring of
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Correia, Vinicius Costa. "Estudo da influência do uso de fibras de aço e de estribos no comportamento da ancoragem de barras." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-12072012-083304/.

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O comportamento estrutural do concreto armado depende da união entre o concreto e a armadura. Esta união se estabelece por meio da aderência, que funciona como um mecanismo de transferência de tensões e garante a compatibilidade de deformações entre a armadura e o concreto. Este trabalho tem como objetivo investigar os efeitos da adição de fibras de aço e armadura transversal no comportamento da ancoragem. A investigação experimental foi feita por meio de dois tipos de ensaio de arrancamento de barras, sendo eles o modelo-padrão do RILEM-CEB-FIP e modelo proposto pelo autor, este considerando
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Bennitz, Anders. "Mechanical anchorage of prestressed CFRP tendons : theory and tests /." Luleå : Division of Structural engineering, Department of Civil, Mining and Environmental Engineering, Luleå University of Technology, 2008. http://epubl.ltu.se/1402-1757/2008/32/.

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Bagge, Niklas. "Structural assessment procedures for existing concrete bridges : Experiences from failure tests of the Kiruna Bridge." Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63000.

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Assessing existing bridges is an important task in the sustainable management ofinfrastructure. In practice, structural bridge assessments are usually conducted usingtraditional and standardised methods, despite knowledge that these methods oftenprovide conservative estimates. In addition, more advanced methods are available, suchas nonlinear finite element (FE) analysis, that are used for research purposes and cansimulate the structural behaviour of bridges more accurately. Therefore, it would beuseful to develop practical and reliable procedures for refined assessments using theseadvanced te
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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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Abd, Ghani Murad. "Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire." Thesis, Bordeaux 1, 2008. http://www.theses.fr/2008BOR13634/document.

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L’impact de la perte racinaire sur l’ancrage d’Eugenia grandis Wight et de Pinus pinaster Ait ainsi que la capacité de trois différentes espèces d’arbres (Fagus sylvatica L, Abies alba Mill et Picea abies L) à résister au déracinement ou à la rupture sous l’effet d’un éboulement en pente raide ont été étudiés au moyen de tests de treuillage et le creusement de tranchées (tree winching and trenching tests) et les résultats ont été corrélés avec la structure du système racinaire. Aucune différence n’a été observée entre TMcrit et la distance de creusement de tranchée sur E. grandis. Les résultat
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Engelmann, Michael. "Spannglasträger – Glasträger mit vorgespannter Bewehrung." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2017. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676.

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Glas und Beton sind sich in wesentlichen Materialeigenschaften ähnlich: Beide zeigen gegenüber einer hohen Druckfestigkeit eine vergleichsweise geringe Zugfestigkeit und versagen spröde. Diese Analogie führte zur Entwicklung bewehrter Glasträger, die sich durch eine aufgeklebte Stahllasche an ihrer Biegezugkante auszeichnen. Dadurch wurden die Übertragung von Zugkräften auch im Rissfall möglich, sodass ein duktiles Bauteilverhalten erreicht und der im Konstruktiven Glasbau notwendige Nachweis der Resttragfähigkeit erfüllt wird. Glasträger mit verbundlos vorgespannter Bewehrung – Spannglasträge
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Dash, Ashish Kumar. "Evaluation of bamcrete panel as an effective walling system." Thesis, 2018. http://localhost:8080/iit/handle/2074/7754.

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Schultz, Deanna D. "College and career ready? Perceptions of high school students related to WorkKeys assessments." Thesis, 2011. http://hdl.handle.net/1957/26784.

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Concern about college and career readiness has been expressed in both the business and education arenas. Employers are calling for entry-level employees with basic academic skills and educators are being held accountable for student achievement in academic areas similar to those required by employers. In this environment, WorkKeys has emerged as a set of assessments that could respond to the needs of both employers and educators and serve as an indicator to test takers of their readiness for further education or a career. In Alaska, state policymakers selected WorkKeys for use with h
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Books on the topic "Anchorage test"

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Stadem, Catherine. The history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multimillion dollar stage. The Edwin Mellen Press, 2009.

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Stadem, Catherine. The history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multimillion dollar stage. The Edwin Mellen Press, 2009.

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Stadem, Catherine. The history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multi-million dollar stage. Edwin Mellen Press, 2009.

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Nightingale, Claire, and Jonathan Sandy. Illustrated Questions in Orthodontics. Oxford University Press, 2014. http://dx.doi.org/10.1093/oso/9780198714828.001.0001.

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Illustrated Questions in Orthodontics takes a problem-based approach to orthodontics, offering a unique resource for undergraduate dentists. This book contains a comprehensive set of questions mapped to undergraduate orthodontics curricula, including chapters on examination and diagnosis, treatment planning, pathology, appliances, and anchorage. Each chapter is packed with high-quality clinical photographs and x-rays to help readers to test their skills in identifying and describing various orthodontic problems and presentations. Furthermore, every question is answered with extensive feedback,
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Allern, Elin Haugsgjerd, and Tània Verge. Still Connecting with Society? Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198758631.003.0005.

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How parties structure their interaction with social groups is a key determinant of their capacity to provide linkage between the institutions of government and the public at large. This chapter investigates the extent to which modern political parties use formal measures to connect to relevant societal interests and strengthen their anchorage in society. The analysis centres on parties’ use of formal rules governing affiliation and representation to link with externally organized interests and parties’ establishment of sub-organizations with representation rights within the party. The chapter
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The history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multimillion dollar stage. The Edwin Mellen Press, 2009.

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Book chapters on the topic "Anchorage test"

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Jiang, Yingle, Di Wu, Shuisheng Yang, Guofei Wei, Hua Liu, and Zongzheng Li. "MGT1000-based geotextile free-end anchorage pullout test study." In Proceedings of the 2023 5th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2023). Atlantis Press International BV, 2023. http://dx.doi.org/10.2991/978-94-6463-316-0_44.

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Wang, Lei. "Secondary Anchorage and Prestress Loss of Fractured Strand in PT Beams." In Strand Corrosion in Prestressed Concrete Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2054-9_7.

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AbstractThe effect of corrosion-induced strand fracture on residual prestress of post-tensioned concrete beams should be investigated fully to ensure the structural safety. An experimental test with five specimens is designed to investigate the secondary anchorage and residual prestressing force in locally corroded post-tensioned concrete beams after strand fracture. Then, an analytical method is proposed to determine the damage control section of locally corroded post-tensioned concrete beams after strand fracture for the flexural capacity evaluation. Following this, a numerical model is established to predict the secondary transfer length and residual prestress of fractured strand in post-tensioned concrete beams.
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Li, Langhua, Duwen Shen, and Qili Gan. "Application of Ultrasonic Nondestructive Testing Technology to the Horizontal Joint Slurry at the Bottom of Shear Wall." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_39.

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AbstractUltrasonic nondestructive testing (NDT) technology has a wide range of applications in the connection nodes of prefabricated building components. It is mainly used to test the quality of the connection nodes of prefabricated building components, such as filling degree, anchorage of steel bars, etc. This paper mainly introduces the detection of the filling degree of the shear wall bottom joint slurry. By discriminating acoustic parameters such as “sound velocity, amplitude, waveform” in ultrasonic detection method, the fullness of grouting is detected. According to the examples, the operation steps such as field detection, data processing and analysis and entity excavation verification are summarized, and suggestions are provided for the efficient application of ultrasonic detection technology in the quality detection of fullness.
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Yuan, Haoyu, Jianjian Wu, Yiyao Wei, Yuying Zhang, Xiaoqiang Xu, and Di Wu. "Numerical Simulation Study of Geotextiles Free-End Anchorage Pullout Tests." In Proceedings of the 2023 5th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2023). Atlantis Press International BV, 2023. http://dx.doi.org/10.2991/978-94-6463-316-0_42.

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Ren, Fei-fan, Zhuang Li, Guan Wang, and Qi-hua Zhao. "Centrifugal Model Tests on Anchorage Mechanism of Rockbolts Considering Tensile-Lateral Shearing Coupled Effect." In Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_11.

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"Liner Plate Design Example, Test Results and Studies." In Commentary on Articles CC-2000, CC-3000 and CC-4000. ASME, 2023. http://dx.doi.org/10.1115/1.887527_bm7.

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The report gives a thorough description of the liner plate together with figures illustrating all the applicable details. Problem areas and factors affecting the liner plate and anchorage system design are covered in great detail. The loads considered in the liner plate design are discussed and the approximate strains in the liner plate resulting from these loads are stated.
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Liang, Yongduo, Lujun Yi, Sujuan Fu, and Xueyong Zhang. "Test Study on Pull Out Properties of V-Shaped Steel Truss Connectors in Precast Sandwich Insulated Wall." In Advances in Transdisciplinary Engineering. IOS Press, 2023. http://dx.doi.org/10.3233/atde230735.

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In recent years, prefabricated buildings have been vigorously promoted and applied widely in China. Precast sandwich core insulation wall is one of the important means to realize building energy saving. This paper studies the pull out properties of a new V-shaped steel truss connector and shear properties. The test results show that: when the anchor depth of the V-shaped steel truss connector is 15mm, 25mm, 35mm respectively, the safety coefficient has reached 9.22, 9.42 and 9.68 respectively. However, the anchorage depth of the inner leaf plate did not increase significantly against the pulling bearing capacity, and brittle failure occurred at the pull rod of the outer leaf plate. The test results show that this kind of wall has high safety factor, and the safety factor even above 9.0, which can fully meet the safety performance requirements of the structure. The research conclusions of this paper can provide reference for relevant theoretical analysis and engineering application.
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Zhao, T., C. Liu, and Y. Tan. "Pull-out rheological test of anchorage system and evolution characteristic study of interfacial stress." In Rock Mechanics: Achievements and Ambitions. CRC Press, 2011. http://dx.doi.org/10.1201/b11438-87.

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Avellan K., Maanas M., and Jaaniso V. "Strengthening the foundations of the main building of Tartu University, Estonia." In Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2005. https://doi.org/10.3233/978-1-61499-656-9-2747.

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Strengthening the foundations of the historical Tartu University main building took place in 1995 and was completed in 1996. The work was the second state of the whole strengthening project and covered the central part of the building. The northern part of the building had been strengthened earlier by the end of 1977. The strengthening work was carried out by method of underpinning, using jacked piles. Steel tube piles were jacked down under the structure, using the structure itself as counterweight. Reinforced concrete beams were constructed on both sides of the thick external wall of the main entrance. The concrete beams were pressed with posttensioned anchorage against the structure before piling. Inside the building massive pillars were supported by steel beams and jacked piles. A field load test was performed on each pile and the rate of settlements was measured. Archeological diggings were carried out side by side during the strengt hening work.
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Morikawa Y. and Kikuchi Y. "Model tests on reinforcement effect of an anchorage work added to the existing anchored sheet pile wall." In Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. IOS Press, 2009. https://doi.org/10.3233/978-1-60750-031-5-1469.

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Flexible bulkheads, such as anchored sheet pile walls, are often employed as earth retaining structures for port facilities in Japan. In recent years, existing anchored sheet pile walls have required reinforcement for maintenance and functional enhancement for large ships. To meet these requirements, a reinforcement method called dual-anchored sheet pile wall, in which additional anchorage work is attached to the existing anchored sheet pile wall, has been developed. The additional anchorage work has the same role as braces of an earth retaining wall, and is installed after deformation of the existing anchored sheet pile wall. However, braces are placed before deformation of the earth retaining wall. Therefore, the loading histories of backfill of the dual-anchored sheet pile wall and the retaining wall are different. The additional anchorage work cannot be designed in the same manner as earth retaining wall braces. In this study, model tests of the dual-anchored sheet pile wall were conducted to understand its behaviours. This paper describes the effects of the additional anchorage work to reduce the load acting on the existing anchored sheet pile wall, such as the bending moment of the sheet pile.
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Conference papers on the topic "Anchorage test"

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Divine, J. R., and L. D. Perrigo. "Atmospheric Corrosion Testing in the Arctic and Subarctic - a Review." In CORROSION 1986. NACE International, 1986. https://doi.org/10.5006/c1986-86389.

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Abstract Corrosion is a major concern throughout the world--various sources suggest the cost is equivalent to about 4% of the gross national product. Twenty percent of that is estimated to be due to atmospheric corrosion. Because the Arctic and Subarctic regions are, on the average, colder than the more temperate regions, it is reasonable to expect lower corrosion rates, possibly to the degree of being unimportant. There are two major reasons why this expectation is incorrect. Primarily the temperature function is more due to time of wetness rather than the actual temperature. Further, other f
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Crevello, Gina, Paul Noyce, and Irene Matteini. "“In-Depth FaçAde Analysis of Steel Corrosion in Masonry”." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-13080.

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Abstract Corrosion of steel within ‘vintage’ buildings circa 1880s to 1930s pose a health and safety risk to the public in major urban centers. Projecting masonry elements pose a particular concern when the underlying steel appurtenances and anchorage begin to corrode. Failed masonry has fallen from buildings, leading to death in worst case scenarios. While some signs of masonry cracking or displacement are usually visible prior to failure, the level of degradation of the embedded steel is not. With the equipment available to test these unforeseen conditions, methodologies exist to understand
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Ekström, Daniel, Rasmus Rempling, Ignasi Fernandez, et al. "Fibre-reinforced post-tension anchoring zone – an experimental comparison of reinforcement configurations." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.1274.

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<p>Prestressed concrete structures have numerous advantages over conventionally reinforced concrete, though the usage of post-tensioned structures has declined over the last two decades. An essential design detail in post-tensioned structures is the anchorage zones. In this study an experimental comparison is presented for post-tensioned anchorage zones. The study evaluates the load-deformation response and cracking of three different configurations. In total, six specimens are tested experimentally by subjecting them to centric loading until clear crack formations were observed. The eva
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Gomes, Marcelo F., Eduardo Catalani, Daniel Rodrigues, and Klemer Santiago. "Energy Distribution at Safety Belt Anchorage Test." In 25th SAE BRASIL International Congress and Display. SAE International, 2016. http://dx.doi.org/10.4271/2016-36-0280.

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Tong-bin Zhao, Yun-liang Tan, and Ze Zhang. "Development of mechanical test platform for anchorage system and test on interface stress." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776211.

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Guodong, Zheng. "Comparative Analysis of Finite Element Computation and Model Test of Anchorage." In 2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA). IEEE, 2015. http://dx.doi.org/10.1109/icicta.2015.82.

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Shirai, Eiji, Kazutoshi Eto, Akira Umemoto, et al. "Inelastic Seismic Test of the Small Bore Piping and Support System: Part 1 — Seismic Proving Test of the Small Bore Piping System." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61342.

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Seismic safety is one of the major key issues of nuclear power plant safety in Japan. It is demonstrated that nuclear piping possesses large safety margins in the various piping ultimate test reports. But it is appeared that there still remain some technical uncertainties about the phenomenon when both piping and supports show inelastic behavior in the extremely high seismic excitation level. In order to obtain the influence of the inelastic behavior of the support to the whole piping system response, and the subsequent interaction when both piping and supports show inelastic behavior, the fol
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"Load Transfer Test of Post-Tensioned Anchorage Zones in High Strength Concrete." In Feb. 2017 International Conferences. EIRAI, 2017. http://dx.doi.org/10.17758/eirai.f0217314.

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Kumar, Rakesh, and Aditya Malladi. "New Simulation Methodology for Improved Visual Interaction between Physical Test and CAE in Seat Anchorage Test." In International Mobility Conference. SAE International, 2016. http://dx.doi.org/10.4271/2016-28-0226.

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Duraisamy, Youventharan, Rokiah Binti Othman, Mohd Arif Sulaiman, Ramadhansyah Putra Jaya, and Siti Noor Linda Taib. "Suitability of <i>Eugenia oleina</i> in Tropical Slope as Bio-Anchorage System." In World Sustainable Construction Conference Series 2022. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-27d8m5.

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Landslide is a major geological hazard and poses high risk to most countries in the tropical regions. This problem is more severe in places like Malaysia where residual soil is abundant. High temperature and humidity will easily disintegrate soil particles and therefore loosen the bonding between the soil and the root system. The main goal is to elucidate the interaction mechanism of bio-inspired soil anchorage system to enhance bonding between residual soil matrix in tropical region. Hence, this research aims to establish correlation between the pattern of root and its tensile strength to rei
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Reports on the topic "Anchorage test"

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Murray, Matthew, and Daniel Harder. Performance of Army Corps of Engineers mat system using anchorless connections : a follow-on study of site stabilization for the Improved Ribbon Bridge Bridge Supplemental Set. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48592.

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The US Army Engineer Research and Development Center conducted testing of the Army Corps of Engineers mat system with improved anchorage and connection hardware. Low-profile screw anchors replaced the ground anchorage of the existing system to reduce wear to tracks and wheels of vehicles while trafficking the system. Anchorless connections allowed the system to be placed over soils where the use of screw anchorage would be obstructed or would cause hazards to trafficking vehicles. Test tracks were constructed to evaluate the matting system with new anchorage and connection hardware over three
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens I (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/dqhf2112.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ldbn4070.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Munter, J. A. Results of an aquifer test at Peters Creek, municipality of Anchorage, Alaska. Alaska Division of Geological & Geophysical Surveys, 1986. http://dx.doi.org/10.14509/1267.

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Updike, R. G., and C. A. Ulery. A geotechnical cross section for downtown Anchorage using the electric-cone-penetration test. Alaska Division of Geological & Geophysical Surveys, 1986. http://dx.doi.org/10.14509/2402.

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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/vsjs5869.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component - Test Program: Comparisons (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/lohh5109.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER) and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Cobeen, Kelly, Vahid Mahdavifar, Tara Hutchinson, et al. Large-Component Seismic Testing for Existing and Retrofitted Single-Family Wood-Frame Dwellings (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/hxyx5257.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Comparison of the Response of Small- and Large-Component Cripple Wall Specimens Tested under Simulated Seismic Loading (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/iyca1674.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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10

Griffin, Aaron, and Matthew Murray. Full-scale demonstration of the modernized bridge supplementary set. Engineer Research and Development Center (U.S.), 2024. https://doi.org/10.21079/11681/49499.

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The Overhead Cable System (OCS) serves as the main anchorage system of the Bridge Supplemental Set and is used to hold the Improved Ribbon Bridge (IRB) against river flow. Several improvements have been made to OCS components and employment procedures, theoretically allowing the OCS to operate safely within most environments. However, the modernized OCS had yet to be constructed over an actual river, making it necessary to conduct a full-scale capability demonstration. Range W2 of Camp Ripley was selected as the test site because the 200th Multi-Role Bridge Company agreed to support the demons
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