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Relevant bibliographies by topics / Slip connection

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Academic literature on the topic 'Slip connection'

Author: Grafiati

Published: 24 September 2021

Last updated: 30 July 2025

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Journal articles on the topic "Slip connection"

1

Mauer, Frederick, D. Lance Bullard, Dean C. Alberson, and Wanda L. Menges. "Development and Testing of Steel U-Channel Slip Safe Sign Support." Transportation Research Record: Journal of the Transportation Research Board 1599, no. 1 (1997): 57–63. http://dx.doi.org/10.3141/1599-07.

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Researchers at Texas Transportation Institute designed a Slip Safe connection for use with steel U-channel sign-support structures within the highway right-of-way. The Slip Safe connection has two design configurations: a small Slip Safe design for single U-channel posts and a larger Slip Safe for back-to-back U-channel posts. Both configurations utilize Rib-Bak U-channel posts weighing up to 5.9 kg/m manufactured from 552-MPa yield billet steel. The Slip Safe is designed for use in a range of soil types with up to three supports per installation. There are two advantages of this Slip Safe des

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Zhu, Mei Chun, Yan Jun Jiang, Guo Biao Lou, and Guo Qiang Li. "Test on Slip Coefficient of High-Strength Bolted Slip-Critical Connections after Fire." Applied Mechanics and Materials 351-352 (August 2013): 1368–71. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1368.

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Fire safety is a major concern with steel structures. Actually, steel structures were not fatally destroyed in most cases of fire. These damaged steel structures may be reused after structural inspection, safety appraisal and necessary repair. Bolted connections are the most widely used connection in steel structures. Slip coefficient is a key parameter to calculate the slip bearing capacity of bolted slip-critical connections. Currently there are few research results available about slip coefficient of bolted slip-critical connections after fire. To obtain the effect of heating and cooling on

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Li, Chengyu, Qi Liu, and Gongwen Li. "Seismic Behavior of Steel Column Base with Slip-Friction Connections." Materials 13, no. 18 (2020): 3986. http://dx.doi.org/10.3390/ma13183986.

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Traditional rigid column base connections are damaged to different degrees after an earthquake and the damage is generally nonrecoverable. Thus, the cost of repairing or dismantling is quite high. A new type of slip-friction column base connection is proposed in this paper, which aims to replace the yielding energy dissipation of the traditional column base connection by the sliding friction energy dissipation between the arc endplates, thus achieving the design objective of damage-free energy dissipation. Finite element simulation was conducted to study the hysteretic performance of the propo

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Lee, Kang Min, Keun Yeong Oh, Liu Yi Chen, and Rui Li. "Effects of Different Bolted Connection Types on Seismic Performance of Column-Tree Steel Moment Connections." Advanced Materials Research 753-755 (August 2013): 581–84. http://dx.doi.org/10.4028/www.scientific.net/amr.753-755.581.

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This paper experimentally presents the effects of different bolted connection types on the seismic performance of column-tree steel moment connections used in moment resisting frames. Two full scale test specimens were fabricated and tested: one specimen with slip critical bolted beam splices and the other one with bearing type bolted beam splices. The bearing type splice specimen was expected an improved deformation capacity by means of bolt slippage. The experimental results showed that the slip critical splice specimen successfully developed ductile behavior without brittle fracture until 5

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Yoon, Tae-Hyun, Tae-Sung Eom, Chul-Goo Kim, and Su-Min Kang. "Behavior of Longitudinal Plate-to-Rectangular Hollow Structural Section K-Connections Subjected to Cyclic Loading." Applied Sciences 10, no. 11 (2020): 3793. http://dx.doi.org/10.3390/app10113793.

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This study investigated the behavior of longitudinal plate-to-rectangular hollow section (RHS) K-connections to which concrete-filled composite branch members were jointed. At the connections, longitudinal plates with or without chord face stiffener were welded to the RHS chord member and the branch members were connected to the longitudinal plates by bolting (slip-critical connection). Cyclic tests were performed for three longitudinal plate-to-RHS K-connection specimens. The tests showed that the connection behavior was dominated by the plastification of the thin chord face and by the slip a

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Lu, Wen-Wu, Yu-Wei Chen, Ji-Gang Xu, et al. "Prediction on Slip Modulus of Screwed Connection for Timber–Concrete Composite Structures Based on Machine Learning." Buildings 15, no. 14 (2025): 2458. https://doi.org/10.3390/buildings15142458.

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Screwed connections are widely adopted in timber–concrete composite (TCC) structures. Owing to the diverse connection configurations and complex shear mechanisms, existing empirical models or theoretical formulas cannot accurately and efficiently predict the shear modulus of a screwed connection. Therefore, this study develops machine learning (ML) algorithms to accurately predict the slip modulus. A data set including 222 sets of testing results was established by collecting the values of the slip modulus and associated ten features. Four ML methods, including decision tree (DT), random fores

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Rajanayagam, Heshachanaa, Tharaka Gunawardena, Priyan Mendis, et al. "Experimental and Numerical Study on Shear Behaviour of Bolted Inter‐Modular Connection." ce/papers 6, no. 3-4 (2023): 1375–80. http://dx.doi.org/10.1002/cepa.2606.

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AbstractThis study presents a comprehensive evaluation of the shear behaviour of bolted intermodular connections under lateral load using theoretical, experimental, and numerical approaches. Three design configurations with varying bolt sizes and hole tolerances of the proposed bolted intermodular connection were established and tested under lateral load to study their shear slip resistance. 3D finite element models in ANSYS were then developed and validated against the load‐deformation behaviour from the experiment. The validated models were then used for the comprehensive analysis of the con

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Peng, Yang, Wei Chen, Zhe Wu, Jun Zhao, and Jun Dong. "Experimental Study on the Performance of GFRP–GFRP Slip-Critical Connections with and without Stainless-Steel Cover Plates." Applied Sciences 10, no. 12 (2020): 4393. http://dx.doi.org/10.3390/app10124393.

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Composite structures have become increasingly popular in civil engineering due to many advantages, such as light weight, excellent corrosion resistance and high productivity. However, they still lack the strength, stiffness, and convenience of constructions of fastener connections in steel structures. The most popular fastener connections in steel structures are slip-critical connections, and the major factors that influence their strength are the slip factors between faying surfaces and the clamping force due to the prevailing torque. This paper therefore examined the effect that changing the

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Mantik, Justus, Ralf Glienke, Christian Denkert, et al. "Use of adhesives in preloaded bolted connections for hot‐dip galvanised constructions." ce/papers 6, no. 3-4 (2023): 1325–31. http://dx.doi.org/10.1002/cepa.2247.

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AbstractFatigue loaded structures in steel construction, e. g. bridges and towers of wind turbines, are preferably executed with slip‐resistant connections since these connections are generally regarded as fatigue resistant. Nevertheless, the transferable shear loads are limited by the slip factor and the preload level in the bolts. With additionally applied adhesive on the friction surfaces, the so‐called preloaded hybrid connection is formed. The related increase in load capacity considering various manufacturing influences is presented in the following article.

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Wang, Zhiyuan, Feng Wang, and Huihui Liu. "Digital Image Correlation-Based Investigation of the Shear Performance of Connection Systems of Assembled Bamboo Scrimber–Lightweight Concrete Composite Beams." Materials 17, no. 13 (2024): 3268. http://dx.doi.org/10.3390/ma17133268.

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To investigate the shear performance of assembled bamboo scrimber (BS)-lightweight concrete (LC) connection systems, three groups of nine BS-LC shear connections were fabricated in this work using BS, LC, dowels, and grout. The experimental parameters included the dowel diameter and fabrication process (cast-in-place vs. assembly). Push-out tests were conducted on the specimens, and traditional linear variable displacement transducer (LVDT) measurements and the advanced digital image correlation (DIC) technique were employed to determine performance indicators such as the cross-section slip of

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Dissertations / Theses on the topic "Slip connection"

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Kroeker, Donovan. "Structural analysis of transmission towers with connection slip modeling." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ57549.pdf.

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Hoffmann, Ulwin. "Direct grid connection and low voltage ride-through for a slip synchronous-permanent magnet wind turbine generator." Thesis, Stellenbosch : Stellenbosch University, 2012. http://hdl.handle.net/10019.1/19980.

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Thesis (MScEng)--Stellenbosch University, 2012.<br>ENGLISH ABSTRACT: The slip synchronous-permanent magnet generator (SS-PMG) is a direct-driven, direct-to-grid generator for wind turbine applications. This investigation focuses on achieving automated grid connection and low voltage ride-through for a small-scale SS-PMG. To reduce cost and complexity, components such as blade pitch controllers and frequency converters are avoided. Instead, electromagnetic braking is employed to control turbine speed prior to grid synchronisation and compensation resistances are used to facilitate grid fa

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Lamy, Christophe. "Novel accurate tyre slip angle measurement means : application to tyre model identification." Thesis, Mulhouse, 2010. http://www.theses.fr/2010MULH3256.

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Le trafic routier devenant de plus en plus dense, la sécurité active des véhicules doit être sans cesse améliorée. Ceci nécessite notamment une amélioration de la dynamique des véhicules. La majeure partie des efforts transmis par la chaussée au véhicule passant par les pneumatiques, une connaissance précise de l’interface pneu-sol est primordiale. Ceci passe notamment par le développement de modèles de pneumatiques et leur identification, à partir de mesures spécifiques, lors des phases de conception et de mise au point d’un véhicule. Le projet de thèse a pour objectif principal de contribuer

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Potgieter, Johannes Hendrik Jacob. "Optimal topology and critical evaluation of slip synchronous permanent magnet wind generator." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86430.

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Thesis (PhD)--Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: In this study the recently proposed slip-synchronous permanent magnet generator (SS-PMG), is considered as an alternative to other wind generator topologies. The SS-PMG is connected directly to the grid without the need for a power electronic converter and it can also be connected directly to the turbine without a gearbox. Due to the SS-PMG requiring no gearbox or power electronic converter it is evident that this type of generator have a significant advantage regarding reduced maintenance and operation costs. The SS-PMG co

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Dhakal, Aman. "Use of Fiber Reinforced Polymer for Wood Roof-to-Wall Connections to Withstand Hurricane Wind Loads." University of Toledo / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1575821089949781.

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Boggs, Joshua Thomas. "The Performance and Behavior of Deck-to-Girder Connections for the Sandwich Plate System (SPS) in Bridge Deck Applications." Thesis, Virginia Tech, 2008. http://hdl.handle.net/10919/32998.

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An innovative approach to possible construction or rehabilitation of bridge decks can be found in a bridge construction system called the Sandwich Plate System (SPS). The technology developed and patented by Intelligent Engineering Canada Limited in conjunction with an industry partner, Elastogran GmbH, a member of BASF, may be an effective alternative to traditional bridge rehabilitation techniques. <p> Although the systemâ s behavior has been studied the connection of the SPS deck to the supporting girders has not been investigated. Two types of connection are presented in this research.

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Xu, Guoda, John M. Bartha, Stuart McNamee, Larry Rheaume, and Allen Khosrowabadi. "OPTICAL SLIP-RING CONNECTOR." International Foundation for Telemetering, 1999. http://hdl.handle.net/10150/607336.

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International Telemetering Conference Proceedings / October 25-28, 1999 / Riviera Hotel and Convention Center, Las Vegas, Nevada<br>Current ground-based tracking systems at the DoD test and training ranges require transmission of a variety of signals from rotating platform to fixed control and process center. Implementation of commercial off the shelf (COTS) solution for transmitting high-speed, multiple-channel data signals over a rotational platform prompt the development of an advanced electro-optic hybrid rotating-to-fixed information transmission technology. Based on current demand,

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Ungkurapinan, Nibong. "A study of joint slip in galvanized bolted angle connections." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0021/MQ53234.pdf.

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Petkoglou, Alexandros. "Stability of building structures using NLFEA including second order effects : Applications with the software ATENA-GiD." Thesis, KTH, Betongbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302435.

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In Sweden, prefabrication in the construction industry is a very common system. In prefabricated structures, there are various kinds of connections and generally many hinged connections. Therefore, it is of high interest to study the behavior of the prefabricated buildings in relation to the connections. Two main theories that can be used to evaluate our structures are the non-linear finite element analysis (NLFEA) and the second order effects. These two theories help to study the real behavior of the structures. Software that can apply these two theories is the ATENA-GiD. Therefore, it was ve

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OLTMAN, JONATHAN A. "MODELING OF SLIP AND BEARING INTERACTIONS IN BOLTED CONNECTIONS SUBJECTED TO CYCLIC LOADING." University of Cincinnati / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1181516304.

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Books on the topic "Slip connection"

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Gilster, Paul. The SLIP/PPP connection: The essential guide to graphical Internet access. Wiley, 1995.

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Elissa, Keeler, ed. Internet direct: Connecting through SLIP and PPP. MIS:Press, 1995.

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Parks, Dayna. Internet survival guide: A beginner's guide to mastering shareware for SLIP & PPP connections for Windows. MC² Cyberspace Research, 1995.

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James, Gregory. Many a slip--: A dictionary of shaky grounds and missed connections : vocabulary for discussion of argument. Language Centre, Hong Kong University of Science and Technology, 2001.

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Marshall, John David. Lizzie Borden and the library connection: FSU/SLIS distinguished alumni lecture, November 4, 1989. School of Library & Information Studies, Florida State University, 1990.

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Schlenzka, Dietrich. Spondylolisthesis and spondylolysis. Oxford University Press, 2011. http://dx.doi.org/10.1093/med/9780199550647.003.003017.

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♦ Spondylolysis is a stress fracture of the vertebral arch. It may lead to vertebral slipping, spondylolisthesis.♦ Spondylolysthesis is commonly lytic, isthmic, or degenerative.♦ Spondylolysis and Spondylolysthesis can affect both children and adults.♦ Most common symptoms are low-back pain and/or radiating pain. True neurologic deficit is rare♦ Treating clinicians should be aware of the processes involved and the common consequences.♦ The majority of symptomatic patients are treated nonoperatively♦ Operation is indicated in rare cases with neurologic deficit and in children or adolescents wit

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The Sensory Connection: An OT and SLP Team Approach. Future Horizons, 2005.

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The Leeds City Council (M1 Motorway Junction 46 Slip Road Connecting Road) Scheme 1992 Confirmation Instrument 1996 (Statutory Instruments: 1996: 72). Stationery Office Books, 1996.

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Britain, Great. M32 Motorway (Hambrook Interchange to Lower Ashley Road Interchange) and Connecting Roads Scheme 1989 (Variation for Slip Road Crossing) Scheme 2015. Stationery Office, The, 2015.

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Wheeler, Ryan, and Joanna Ostapkowicz, eds. Iconography and Wetsite Archaeology of Florida's Watery Realms. University Press of Florida, 2019. http://dx.doi.org/10.5744/florida/9781683400783.001.0001.

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Frank Hamilton Cushing’s 1896 excavations at Key Marco revealed astonishing carved and painted wooden artifacts rarely seen by archaeologists. Those following in Cushing’s footsteps have assembled a corpus of aesthetic objects from Florida, often in perishable materials. These range from an embarrassing number of dugout canoes, to the wooden animal carvings of Fort Center’s mortuary pond and the owl totem of Hontoon Island. Connections to neighboring areas have been sought with some success; in general, however, the diversity of imagery often makes comparison a challenge. The chapters in this

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Book chapters on the topic "Slip connection"

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Yao, Bing, Jian Liu, Wenchuan Xia, Tenghui Wang, and Quan Chen. "Application of reinforced concrete bond slip connection element under cyclic load." In Advances in Civil Function Structure and Industrial Architecture. CRC Press, 2022. http://dx.doi.org/10.1201/9781003305019-44.

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Takai, Toshikazu. "Frictional load transfer of high strength bolted connection in post-slip behavior focused on bolt preload." In Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability. CRC Press, 2022. http://dx.doi.org/10.1201/9781003322641-259.

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Murray, N. W., and A. Simonetto. "Slip-joint connections in tubular lighting and other poles." In Tubular Structures VI. Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-10.

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Xu, Guoping, Qingfei Huang, Shenyou Song, Hai Ji, Bin Deng, and Tian Song. "Research on Mechanical Properties of Steel Shell Concrete Immersed Tube Shear Connectors." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_27.

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AbstractStructural designs of shear connector in immersed tunnel is one of the most significant key technical problems in tunnel designing. According to investigations conducted in Shenzhong Link project, this paper combined numerical simulation methods and experimental verifications and to research effects of shear connector void, stress state, and opening holes on performances of steel–concrete connectors, and also discussed differences of shear slip curves under the influence of factors above, as well as impacts on bearing capacities and stiffnesses of connectors. Through numerical simulati

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Köken, Ali, and Mehmet Alpaslan Köroğlu. "Use of Steel Slit Dampers in Beam to Column Connections of Steel Frame Structures." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_46.

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Bazarchi, Ehsan, Ali Davaran, Charles-Philippe Lamarche, Nathalie Roy, and Serge Parent. "Lateral Behavior of a 12-story Modular Building Structure with Vertically Unconstrained Inter-modular Connections, Including a Grouted Slip-resistant Mechanism." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-34159-5_39.

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Smart, Colette M. "Session 3: Noticing Slips and Falls." In Wisdom Mind. Oxford University Press, 2021. http://dx.doi.org/10.1093/med-psych/9780197510001.003.0004.

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The main focus of the current session is to help participants see the connection between their cognitive slip-ups (which they were asked to track in the prior week’s homework) and the emotional reactions they have to those slip-ups (i.e., “falls,” as in “slips and falls”). Homework is reviewed to provide material for this discussion. This segues into providing psychoeducation on the hierarchy of attention, and Focused Attention mindfulness is again reinforced as a way to decrease slip-ups. Participants are introduced to the first of two Mindful Yoga series as another way to experience present-

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Smart, Colette M. "Session 3: Noticing Slips and Falls." In Wisdom Mind. Oxford University Press, 2021. http://dx.doi.org/10.1093/med-psych/9780197510124.003.0003.

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The main focus of the current session is to introduce you to the connection between your cognitive slip-ups (which you were asked to track in the prior week’s homework) and the emotional reactions you have to those slip-ups (i.e., “falls”, as in “slips and falls”). You will have a chance to discuss your experience with the homework and what you learned about the kinds of slip-ups you experience and how that is related to your mood. Building on this, you will learn about the hierarchy of attention, and how Focused Attention mindfulness can help you decrease slip-ups. You will also be introduced

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Griffin, Patrick. "The French Connection." In The Age of Atlantic Revolution. Yale University Press, 2023. http://dx.doi.org/10.12987/yale/9780300206333.003.0005.

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This chapter investigates the connection between the French Revolution and the American Revolution. Revolution in one place led to attenuations of authority in others because of the ways the process of integration bound together regions and societies. In part, the French Revolution, like the American Revolution, had its origins in such entanglements. Those same Atlantic tensions that contributed to the crisis of sovereignty for the British, and that were first felt on its peripheries, also gripped France. More important, connections could work like a feedback loop. What happened in the United

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Aribert, Jean-Marie. "Influence of slip of the shear connection on composite joint behaviour." In Connections in Steel Structures III. Elsevier, 1996. http://dx.doi.org/10.1016/b978-008042821-5/50061-4.

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Conference papers on the topic "Slip connection"

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Tombaugh, Raymond S., John S. Quincy, and Matt Randall. "Rapid Installation of Replacement Connection Plates on the County of Placer/Foresthill Road Bridge – a Novel Engineered Approach to a Unique Set of Challenges." In SSPC 2014 Greencoat. SSPC, 2014. https://doi.org/10.5006/s2014-00058.

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Abstract The seismic retrofitting of the County of Placer/Foresthill Road Bridge included replacing the gusset plates at the bolted connection points on the structure. Newly fabricated connection plates were prepared in the steel fabrication shop by abrasive blast cleaning and applying an inorganic zinc-rich primer. Existing connection plates were removed and the surfaces beneath abrasive blast cleaned and primed on-site with an organic (epoxy) zinc-rich primer. The connections were slip-critical. The coating manufacturer did not have historical test data to demonstrate the slip coefficient cl

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Hicks, Stephen J., Andrew Woodward, and Waleed Hamad. "Development of an Innovative Composite Steel and Cross Laminated Timber Floor System." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1919.

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<p>This paper presents the results from a major research programme that investigated an innovative composite steel and cross laminated timber (CLT) floor system for low-, medium- and high-rise office developments. In total, 21 push tests were completed to investigate the effect of several key variables on the load-slip behaviour of the shear connectors, including the stud spacing, gap between the CLT panels, and the transverse reinforcement bars. Based on the optimum shear connector arrangement determined from the push tests, a 12.0 m composite steel and CLT beam has been constructed at

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Corbett, William D., and Carly M. McGee. "Slip Coefficient and Tension Creep Testing of Coatings Used in Slip-Critical Bolted Connections." In SSPC 2012 Greencoat. SSPC, 2012. https://doi.org/10.5006/s2012-00010.

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Abstract Appendix A of the AISC Specification for Structural Joints Using High Strength Bolts published by the Research Council on Structural Connections describes the testing methods to determine the slip coefficient of coatings used in bolted connections. This paper describes the importance of establishing the slip coefficient of faying surfaces, and presents the “soup-to-nuts” process associated with testing and certifying coatings used in slip-critical connections - from test panel fabrication to surface preparation, coating application (including thinning, thickness and curing variables),

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Kamino, Takuya, Takao Kobayashi, Junji Sasajima, Yoichi Yuki, and Hironori Ishii. "Experimental Study on Slip Factor for High-Strength Bolt Friction Connections with Orthogonal Slotted Holes." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2490.

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<p>The alignment of bolt holes in high-strength bolt friction connections can be a challenge. One solution is to incorporate slotted holes with adjustment allowances in the bolt holes. In this study, we propose enhancing alignment flexibility by elongating the bolt holes in both the base plate and the splice plate, and aligning them orthogonally. Tensile tests were conducted to assess the fundamental joint performance of high-strength bolted joints with orthogonal slotted holes and oversized washers. The length of the slotted holes and the joint surface were considered as parameters. Bas

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Williams, John C. "Class B Polyamide Epoxy Primer." In Paint and Coatings Expo (PACE) 2005. SSPC, 2005. https://doi.org/10.5006/s2005-00060.

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Abstract Prompted by requests from Specifiers and Steel Shop Fabricators, a Non-Zinc coating has been developed that has attained a Class B Slip Coefficient rating and therefore can be applied to faying surfaces of slip-critical bolted connections. Results show that this product offers fast dry times and excellent corrosion resistance. Additional benefits, such as a year-long recoat window, predictable recoat times, faster dry times, a wide choice of topcoats, and ease of application, provide significant cost savings for the fabricator over conventional Class B rated zinc rich primers. The int

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Pallini, J. W., G. Wald, and J. D. Bozeman. "Slip Nut Top Tendon Connection." In Offshore Technology Conference. Offshore Technology Conference, 1990. http://dx.doi.org/10.4043/6447-ms.

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Schäfer, Günter, Armin Lohrengel, and Jan Lukas Hilgermann. "Slip measurement in a frictional connection by torsional LDV." In PROCEEDINGS OF THE 12TH INTERNATIONAL A.I.VE.LA. CONFERENCE ON VIBRATION MEASUREMENTS BY LASER AND NONCONTACT TECHNIQUES: Advances and Applications. Author(s), 2016. http://dx.doi.org/10.1063/1.4952673.

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Sakura, Ryo, Takashi Yamaguchi, and Yasumoto Aoki. "Experimental study on the cooperative slip/bearing limit state of high-strength bolted frictional girder connection." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0189.

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<p>Bolted girder connections resist applied bending moment through the cooperation of flange and web resistances. To utilize the bending plastic capacity of the girder connection at the ultimate limit state, the bearing capacity of the girder connection should be defined by the cooperative resistance and the ductility of bolt hole deformation. In the present study, pure bending test of plate girders bolted connection has been conducted to evaluate quantitatively the resistance and the ductility of the connection. From obtained results, it was found that the overall slip would not occur u

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Vasdravellis, George, and Eliza Feidaki. "Horizontal push out tests on a steel-yielding demountable shear connector." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7073.

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The most common type of a steel concrete composite beam is the one using conventional welded headed studs to connect the top flange of a steel beam to the concrete slab. However, the monolithic structure between the headed studs and the concrete slab prevents the deconstruction of the beam. More sustainable solutions in construction can be achieved by developing demountable connections which allow for fully deconstruction and reuse of all structural systems. This paper presents a novel demountable shear connector for use in steel concrete composite beams in conjunction with precast hollow core

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Ashari, Rahmat, Owen Sorensen, Pradeepkumar Ashok, et al. "Connection Recipes: Exploring Optimum Connection Practices through a Data-Driven Approach." In SPE Annual Technical Conference and Exhibition. SPE, 2021. http://dx.doi.org/10.2118/206026-ms.

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Abstract Although numerous studies have investigated how shocks and vibrations contribute to bottomhole assembly (BHA) failures during hole-making, very few have explicitly focused on shock and vibrational behaviors during drillpipe connections. This study adopts a data-driven approach to explore various connection practices and their associated shocks and vibrations, aiming to propose optimum "connection recipes" that minimize negative drillstring impacts during connections. This study utilized data from surface sensors as well as downhole accelerometers and gyroscopes installed both at a dow

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Reports on the topic "Slip connection"

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Chen, Zixuan, Jun Dong, Mengling Wang, Yang Peng, and Yuner Huang. NON-LINEAR FINITE ELEMENT ANALYSIS OF STAINLESS STEEL SLIP-RESISTANT CONNECTIONS WITH PARTICLES EMBEDDED IN CONNECTED PLATES. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.131.

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PERFORMANCE EVALUATION OF INNOVATIVE COCONUT PALM STEM SHAPED STUD SHEAR CONNECTOR FOR COMPOSITE STRUCTURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.4.

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Headed studs are the more frequently employable shear connectors in composite structures. Despite its prevalence, this connector has exhibited remarkable drawbacks, prominently the shear failure at the bottom of the shank. In this research, three novel coconut palm stem (CPS) shaped studs are proposed for composite constructions, aiming to improve the shear capacity and slip performance of the connection. The traditional circular headed stud (CHS) geometry has been restructured to a proposed CPS-shaped stud while maintaining total steel material volume to be the same. Pushout tests were experi

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NUMERICAL INVESTIGATION ON SEISMIC PERFORMANCE OF PREFABRICATED STEEL BEAM-TO-COLUMN CONNECTION WITH REPLACEABLE U-SHAPED PLATE. The Hong Kong Institute of Steel Construction, 2024. https://doi.org/10.18057/ijasc.2024.20.4.7.

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This paper presents a novel prefabricated steel beam-to-column connection with a replaceable U-shaped plate (PSCU) aimed at enhancing the seismic resilience of steel structures and enabling expedited assembly, disassembly, and post-earthquake recovery. The structural design of the PSCU is delineated, along with the articulation of seismic design objectives and methodologies. A sophisticated finite element (FE) model for PSCU is constructed utilizing solid elements, and the fidelity of this modeling paradigm is validated against documented experimental findings. Quasi-static numerical simulatio

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BOND-SLIP TESTING AND PERFORMANCE EVALUATION OF SEMI-RIGID FLANGE FOLDED WEB SHEAR KEYS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.3.

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The shear key is crucial to the overall mechanical performance of the structure. A new type of semi-rigid connector-flange folded web shear key was proposed to determine the effective unity of higher bearing capacity and deformation. A total of five groups of specimens were designed, and the push-out test method was used to evaluate the ultimate bearing capacity, bond-slip process, failure mode, and strain distribution of the new shear key. The results show that before sliding, the embedded effect of the concrete and shear key is significant, and it has a significant sliding stiffness. After s

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SHEAR BEHAVIOR OF NOVEL DEMOUNTABLE BOLTED SHEAR CONNECTOR FOR PREFABRICATED COMPOSITE BEAM. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.2.

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Bolted shear connectors offer alternatives to achieve steel-concrete composite action instead of conventional welded headed studs especially for prefabricated constructions and demountable composite structures. This paper firstly proposed a new type of demountable steel-concrete bolted shear connectors based on the double-nut friction-grip high strength bolted connector, which modify the upper nut into conical locking nut. This paper performed ten full scale push-out tests to study shear behaviors of the developed new type of connectors. Testing parameters included bolt configuration, strength

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USE OF DIFFERENT SHAPED STEEL SLIT DAMPERS IN BEAM TO COLUMN CONNECTIONS OF STEEL FRAMES UNDER CYCLING LOADING. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/ijasc.2018.14.2.7.

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PR-000-25BDL-001 Reciprocating Engine Exhaust Methane Slip Reduction - Compilation and Final Reports. Pipeline Research Council International, Inc. (PRCI), 2025. https://doi.org/10.55274/r0000117.

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The compilation report, prepared under CPS-14-09 included in the bundle, summarizes the research funded and supervised by the Compressor and Pump Station Technical Committee as part of the PCC Roadmap and GHG SRP. The CPS-17-08 Reciprocating Engine Exhaust Methane Slip Reduction project encompassed 11 separate contracts, each contributing to the overarching goal of reducing methane emissions from reciprocating engines at natural gas compressor stations. The final reports from these contracts are summarized in the compendium and are included in full within the bundle. The compilation report syn

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