Thematische Bibliographien / Slotted-in steel plate connections

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Auswahl der wissenschaftlichen Literatur zum Thema „Slotted-in steel plate connections“

Autor: Grafiati

Veröffentlicht am 25. Juni 2021

Zuletzt aktualisiert am 29. Juli 2025

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Zeitschriftenartikel zum Thema "Slotted-in steel plate connections"

Cui, Zhaoyan, Liuhui Tu, Ming Xu, Zhongfan Chen, and Qingfeng Xu. "Experimental Investigation on the Load-Carrying Capacity of Steel-to-Laminated Bamboo Dowel Connection I: Single Fastener with Slotted-In Steel Plate under Tension." Advances in Civil Engineering 2021 (February 16, 2021): 1–10. http://dx.doi.org/10.1155/2021/6683589.

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The dowel-type connection is widely applied in timber and bamboo structures. It is ambiguous regarding the calculation method of engineered bamboo connections completely referred to the timber design codes. The steel-to-laminated bamboo dowel connections with slotted-in steel plate tests were conducted to investigate the mechanical performance under tension based on the ASTM-D5652-15. The effects of the thickness, dowel diameter, and end distance on the yield load, ultimate load, initial stiffness, and ductility of the connections were studied. The difference in the yield load for different en

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Shekhorkina, Svitlana, Alexander Kesariisky, Mykola Makhinko, Tetiana Nikiforova, and Oleksandr Savytskyi. "Experimental Investigation and FEM Modeling of Glued Timber Connections with Slotted-In Steel Plates." Slovak Journal of Civil Engineering 27, no. 4 (2019): 18–23. http://dx.doi.org/10.2478/sjce-2019-0027.

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Abstract The study is focused on the mechanical behavior and finite element method (FEM) modeling of glued timber dowel connections with slotted-in steel plates. Standard tests accompanied by a physical optics investigation method were used in order to obtain information about the mechanical properties and stress-strain behavior of glued timber dowel connections with slotted-in steel plates. As such a methodology provides information on the stress-strain state over the surface of a connection, it was used as a verification criterion for a 3D finite-element model. Small-scale glued timber dowel

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Cano, Pablo A., Ali Imanpour, and Robert Tremblay. "Seismic Performance of Brace Middle‐Connection in Steel Concentrically Braced Frames with X‐Bracing." ce/papers 6, no. 3-4 (2023): 1344–49. http://dx.doi.org/10.1002/cepa.2528.

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AbstractThis paper presents the experimental investigation of two brace middle connections: 1) using a slotted tube knife‐plate connection (STKPC), and 2) a bolted sandwich plate connection (BSPC). The STKPC consists of a gusset plate slotted through the continuous brace and welded to discontinuous braces. The BSPC consists of two cover plates and four U‐shaped plates connecting the discontinuous braces using bolts. The two cover plates pass on either side of the continuous brace and are bolted to the U‐shaped plates. These connections are used to join the discontinuous braces in steel concent

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Li, Deyue, Shanyu Han, Mingqian Wang, Fuming Chen, Yubing Leng, and Ge Wang. "Influence of Column Base Connections on the Cyclic Loading Performance of Double-Jointed Engineered Bamboo Columns." Buildings 13, no. 9 (2023): 2342. http://dx.doi.org/10.3390/buildings13092342.

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The cyclic loading performance of bamboo double-jointed components of different column base connection types was investigated through reversed cyclic loading tests and finite element analysis. Test results indicated that the types of column base connections played an important role in the failure modes of the engineered bamboo double-jointed columns: for an encased steel plate column base connection, the main failure mode was tensile fracture failure of the bamboo scrimber section at the bottom of the cladding plate; for a slotted-in steel plate column base connection, the main failure mode wa

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Girhammar, Ulf Arne, and Bo Källsner. "Tests and Analyses of Slotted-In Steel-Plate Connections in Composite Timber Shear Wall Panels." Advances in Civil Engineering 2017 (2017): 1–20. http://dx.doi.org/10.1155/2017/7259014.

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The authors present an experimental and analytical study of slotted-in connections for joining walls in the Masonite flexible building (MFB) system. These connections are used for splicing wall elements and for tying down uplifting forces and resisting horizontal shear forces in stabilizing walls. The connection plates are inserted in a perimeter slot in the PlyBoard™ panel (a composite laminated wood panel) and fixed mechanically with screw fasteners. The load-bearing capacity of the slotted-in connection is determined experimentally and derived analytically for different failure modes. The t

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Rebouças, Arthur S., Zabih Mehdipour, Jorge M. Branco, and Paulo B. Lourenço. "Ductile Moment-Resisting Timber Connections: A Review." Buildings 12, no. 2 (2022): 240. http://dx.doi.org/10.3390/buildings12020240.

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In the last two decades, high-rise timber buildings have been built using the glulam truss system, even with limited openings. Moment-resisting timber frames (MRTF) with semi-rigid beam-to-column connections can be an architecture-friendly way to provide a load-carrying system to vertical and horizontal loads for timber buildings. In these structures, connections of adequate ductility are crucial to ensure robustness and energy dissipation. This paper presents a review of the main types of timber beam–column moment connections with improved ductility and proposes to carry out a ductility asses

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Fan, Xin Hai, Sheng Dong Zhang, and Wen Jun Qu. "Load-Carrying Behaviour of Dowel-Type Timber Connections with Multiple Slotted-in Steel Plates." Applied Mechanics and Materials 94-96 (September 2011): 43–47. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.43.

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The multiple-shear dowel connection with slotted-in steel plates is one of the most efficient joints for large cross section timber structures. Experiments were performed on dowel-type timber connections with one, two and three slotted in steel plates under lateral loads parallel to the grain. Test variables include the number of steel plates, the spacing of the steel plates, and the dowel diameter. Results show that the load-carrying capacity of the dowel-type connection increased as the number and spacing of steel plates in the same thickness of timber specimens. Finally, a model of the load

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Cheng, J. J. Roger, G. L. Kulak, and Heng-Aik Khoo. "Strength of slotted tubular tension members." Canadian Journal of Civil Engineering 25, no. 6 (1998): 982–91. http://dx.doi.org/10.1139/l98-025.

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An experimental program and associated numerical analysis were undertaken to study the shear-lag effect in round hollow structural section (HSS) tension members that are welded to gusset plates at their ends. The connection is made by slotting the tube longitudinally, inserting the gusset plate, and then placing longitudinal fillet welds at the tube-gusset interface. A total of nine specimens with three different tube sizes (HSS 102 × 6.4, HSS 102 × 4.8, and HSS 219 × 8.0) and various weld lengths were tested in the program. Most of the specimens failed by fracture of the tube somewhere betwee

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Lokaj, Antonín. "Round Timber Bolted Joints with Steel Plates under Static and Cyclic Loading." Key Engineering Materials 627 (September 2014): 29–32. http://dx.doi.org/10.4028/www.scientific.net/kem.627.29.

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Aim of this paper is in presentation of results of static and dynamic tests of round timber bolted connections with slotted – in steel plates. Round timber joints static tests in tension were made on pressure machine. Round timber joints multicyclic (fatigue) tests in tension were made on pulsator. Results of laboratory tests have been statistically evaluated and completed by graphical records of deformation response on loading. Samples of round timber bolt connections with slotted - in steel plates were tested for carrying capacity and deformation of a single tension – up to the failure of co

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Abedin, Mohammad, Nafiseh Kiani, Esmail Shahrokhinasab, and Sohrab Mokhtari. "Net Section Fracture Assessment of Welded Rectangular Hollow Structural Sections." Civil Engineering Journal 6, no. 7 (2020): 1243–54. http://dx.doi.org/10.28991/cej-2020-03091544.

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Rectangular Hollow Sections (RHS) because of their high resistance to tension, as well as compression, are commonly used as a bracing member with slotted gusset plate connections in steel structures. Since in this type of connection only part of the section contributes in transferring the tensile load to the gusset plate, shear lag failure may occur in the connection. The AISC specification decreases the effective section net area by a factor to consider the effect of shear lag for a limited connection configuration. This study investigates the effective parameters on the shear lag phenomenon

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Dissertationen zum Thema "Slotted-in steel plate connections"

Mahjoub, Musaab. "FE modeling of glulam beams with mechanical slotted-in steel plate connections." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-105430.

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The mechanical behavior of timber beams with a slotted-in steel plate is studied by creating anumerical model that can simulate the global bending behavior and the load carrying capacity aswell as the nonlinear plastic fastener force distribution. Experimental results from Material TestingInstitute (MPA), University of Stuttgart were compared with simulation results done at LinnaeusUniversity. The modeling of the timber beams and the mechanical connections is performed withshell, beam, and nonlinear connector elements. Three models were created, where the first modelwas a single-dowel double s

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Sarraj, Marwan. "The behaviour of steel fin plate connections in fire." Thesis, University of Sheffield, 2007. http://etheses.whiterose.ac.uk/3035/.

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Steel joints have always been considered as important parts of any structural steel building because they provide the strong links between the principal structural members. The properties and behaviour of joints in both steel and composite structures have been widely studied for some time. The focus has recently been on improving the design of structural frames by taking advantage of realistic connection moment-rotation response. This has necessitated the development of an effective and practicable methodology to describe steel connection behaviour, despite its inherent complexity. Although, t

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Kline, Donald Paul. "Performance of snug tight bolts in moment end-plate connections." Thesis, This resource online, 1989. http://scholar.lib.vt.edu/theses/available/etd-05092009-040552/.

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Taib, Mariati. "The performance of steel framed structures with fin-plate connections in fire." Thesis, University of Sheffield, 2012. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.578020.

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The behaviour of joint in global frames subjected to fire is greatly affected by combination of forces and moments, originating from restraint to thermal expansion as well as large vertical deflection of structural members. In order to facilitate the design process of achieving robustness in simple beam-to-column connection, a componentbased model has been developed for fin-plate connections in this research. The new model represents the realistic behaviour of such connections under the influence of combined forces, together with the high rotations which can occur at the ends of beams, during

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Tempinson, Donald William. "Assessment of Stresses in Steel Bridge Gusset Plate Connections using Finite Element Analysis." Available to subscribers only, 2009. http://proquest.umi.com/pqdweb?did=1879993761&sid=5&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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Prescott, A. T. "The performance of end-plate connections in steel structures and their influence on overall structural behaviour." Thesis, University of Hertfordshire, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.377587.

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Arthur, Godwin Addiah. "Investigation of The Failure Mechanism and Moment Capacity Prediction in a Ten Bolt Flush End Plate Moment Connection." University of Akron / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=akron1279715068.

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Wheeler, A. T. "The behaviour of bolted moment end plate connections in rectangular hollow sections subjected to flexure." Phd thesis, Department of Civil Engineering, 1998. http://hdl.handle.net/2123/8669.

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Hamodi, Sara, and Sadi Taha Fahandezh. "Analysis of Tension-Zone Resistance in Bolted Steel Connections : Component Method according to Eurocode3." Thesis, KTH, Stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-213723.

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In order to predict the behaviour of bolted steel connections, different methods can be applied to calculate the design tension resistance. In this thesis, the tension resistance is evaluated in the context of the so called Component Method according to Eurocode 3 part 1-8. The design approach establishes a unified procedure of modelling steel joints. Each joint configuration is decomposed into its basic components depending on loading type. In order to design the resistance of components subjected to tensile forces, a simple substitute model, the so-called Tstub flange is adopted. The Compone

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Walimbe, Anmol. "Investigation of Shear Lag and Eccentric Weld Demands on Top Chord Knife Connections in Open Web Steel Joist Girders." University of Cincinnati / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1623165008367418.

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Bücher zum Thema "Slotted-in steel plate connections"

Öztorun, Namık Kemal, and Ezgi Öztorun Köroğlu. Steel Structures I. İstanbul University–Cerrahpaşa Press Serial Number: 88, 2025. https://doi.org/10.5152/4100.

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This book provides comprehensive information essential for both the design of new steel structures and the analysis of existing ones. It covers the fundamental principles of design, procedures, historical context, specifications, and the Turkish standard TS 498 for design loads. It also addresses probability and factor of safety, the application of steel in structures, the mechanical properties of structural steels, and an introductory comments on TS 498. The book covers fundamental concepts including the behavior of tension and compression members, methods for their analysis, and details rega

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Buchteile zum Thema "Slotted-in steel plate connections"

Hao, Jiping, Xinghuang Wu, Weifeng Tian, Shenghui Li, and Rong Wang. "Experimental and Numerical Investigation of Weak-Axis Connected Steel Plate Shear Wall with Non-slotted and Partially Slotted Infill Plates." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_11.

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AbstractAll Components with H-shaped section are widely used in steel structures, in which the connection of beam section to column flange (i.e. weak-axis connection) is inevitable. In order to study the mechanical properties of weak-axis connected steel plate shear walls, a 1/3 scaled steel plate wall specimen was designed and subjected to a cyclic test to investigate the properties of stiffness, strength, ductility and energy dissipation. On the basis of this, the partially slotted steel plate shear wall was proposed. The FE model of the test specimen was developed and verified with the test

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Sumner, Emmett A., Timothy W. Mays, and Thomas M. Murray. "‘Heavy’ moment end-plate connections subjected to seismic loading." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-100.

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Broderick, B. M., and A. W. Thomson. "Cyclic testing of flush end-plate semi-rigid steel connections." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-20.

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Ádány, S., L. Calado, and L. Dunai. "Experimental studies on cyclic behaviour modes of base-plate connections." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-15.

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Iuorio, Ornella, and Shoma Kitayama. "Experimental Study on the Feasibility of Disassembling and Reusing Lightweight Façade Wall Systems." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_23.

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AbstractThis paper presents experimental investigations into the feasibility of disassembling and reusing exterior lightweight infill walls. The work stems as necessary steps towards the advancement of circular economy principles in future constructions. The experiment employed the single-shear test method commonly used to assess the shear strength of steel connections. The test samples consisted of cold-formed steel plates attached to hot-rolled steel plates, connected by screws. The cold-formed steel plate represents the track, a component of exterior lightweight infill walls, while the hot-

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Mays, T. W., E. A. Sumner, R. H. Plaut, and T. M. Murray. "Seismic design of sixteen-bolt extended stiffened moment end-plate connections." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-99.

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Tucki, P., and E. Hotała. "Innovative bolted end-plate connections for high web I-beams." In Modern Trends in Research on Steel, Aluminium and Composite Structures. Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-47.

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Di Sarno, Luigi, Jing-Ren Wu, Fabio Freddi, and Mario D’Aniello. "Numerical Simulations of Exposed Column-Base Plate Connections in Existing Steel Frames." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62884-9_82.

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Brust, F. W., P. Dong, and T. Kilinski. "Welded plate and T-stub tests and impact on structural behavior of moment frame connections." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-21.

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Gao, Lei, Dan Gan, Xuhong Zhou, and Pengfei He. "Component-Based Mechanical Models for Square Concrete-Filled Steel Tubular Diagonal-Plate Connections." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-92719-5_40.

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Konferenzberichte zum Thema "Slotted-in steel plate connections"

Takashima, Masato, Hiroshi Tagawa, and Xingchen Chen. "Application of T-shaped steel splice member to brace-end connection of circular hollow section brace." 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.2025.3385.

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<p>Usage of hollow section braces is popular in steel structures for their superior performance. To connect tubular members with the structural frame, field-bolted connections between the slotted- in splice and gusset plates are often utilized. However, single-shear bolted connections have a higher risk of sway mode buckling because of the eccentricity between the gusset plate and the brace axis. This study proposes a brace end connection in which the T-shaped splice members are inserted into the tubular brace so that the gusset plate axis is identical with the brace axis. The T-shaped s

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Kuilen, J. W. G. Van De, Peter De Vries, Jules Debije, Johan Hover, Wolfgang Gard, and Geert Ravenshorst. "DOWEL TYPE CONNECTIONS IN LAMINATED BAMBOO WITH MULTIPLE SLOTTED-IN STEEL PLATES." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0081.

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Gholamizoj, Kiavash, Alexander Salenikovich, Ying Hei Chui, and David Hanna. "EXPERIMENTAL TESTS ON CONNECTIONS WITH DOWELS AND SLOTTED-IN STEEL PLATES UNDER CYCLIC LOADING." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0262.

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Appavuravther, Elif, Jose Henriques, and Bram Vandoren. "EXPERIMENTAL INVESTIGATION OF SLOTTED-IN PLATE MOMENT CONNECTIONS IN TIMBER FRAME BUILDINGS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0535.

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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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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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Nixon, R. A. "Combatting Localized Galvanic Corrosion at Bolted Connections in Gravity Sludge Thickeners and Clarifiers in Wastewater Treatment Plants." In Coatings+ 2020. SSPC, 2020. https://doi.org/10.5006/s2020-00043.

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Abstract Localized galvanic corrosion of coated carbon steel rake mechanisms at stainless steel bolted connections can result in significantly high corrosion rates particularly when connections are over-tightened. This issue occurs routinely in gravity sludge thickeners and clarifiers. Most epoxy coatings used for effective rake mechanism corrosion protection are quite brittle once cured. So if stainless steel cap screws or bolts and nuts are over-tightened at mechanical connections, coating damage occurs at the areas of fastener or washer contact. This exposes small areas of bare carbon steel

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Ebrahimi, Nafiseh, Jieying Zhang, Bruce Baldock, and David Lai. "Galvanic Corrosion Risk Assessment of Bolt Materials in Contact with ASTM a1010 Steel Bridges." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-10615.

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Abstract This study has evaluated the galvanic coupling corrosion risk between connection bolt materials with ASTM A1010 structural steel, which has recently emerged for the construction of more corrosion-resistant bridges than weathering steel bridges. Use of A1010 steels containing 10.5% Cr is intended to extend the service life of steel bridges without frequent maintenance requirements caused by corrosion, particularly in regions under severe chloride exposures such as due to heavy use of de-icing salts and in marine environments. The greater corrosion resistance of A1010 steel with a more

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Rahman, Md Sazzadur, Suresh Divi, Dhanesh Chandra, and Jaak Daemen. "Corrosion Behavior of Friction Type Slotted & Tappered Steel Tube Rock Bolt in Simulated Yucca Mountain Water by Using Potentiodynamic Polarization Method." In CORROSION 2006. NACE International, 2006. https://doi.org/10.5006/c2006-06615.

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Abstract Friction type rock stabilizers have been widely used as a rock reinforcement material for underground support due to its ability to sustain large rock mass displacements. Slotted and tapered steel tube rock bolt is one of the most commonly used materials for these purposes since late 1970’s. It is a slotted steel tube with one end tapered for easy insertion into a drill hole and the other end has a welded ring flange to hold the bearing plate. Because of its unique property this kind of rock bolts is being studied as a means to support the Yucca Mountain Repository tunnels. In this st

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Berichte der Organisationen zum Thema "Slotted-in steel plate connections"

Soriano Somarriba, Edgar Oscary, and Mark D. Bowman. Pack Rust: Mitigation Strategy Effectiveness. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317373.

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As of 2013, the damage caused by corrosion on highway bridges has been estimated to cost approximately 14 billion dollars annually, and this cost has been increasing over the years. Corrosion is one of the natural phenomena that has been slowly deteriorating infrastructure systems across the United States. One of the most problematic types of corrosion is crevice corrosion, which is defined as the formation of rust between overlapping surfaces, such as the case of a splice connection where flanges are attached by splice plates. A significant number of steel bridges in Indiana have developed cr

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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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NUMERICAL STUDY OF TWO NOVEL CONNECTIONS WITH SHORT END I OR H STUB IN STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.8.

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In this study, two novel steel connections are introduced by replacements in the conventional end-plate connection with an H-or I-shaped cross-section as a Short Stub Column (SSC). In the first connection, the SSC flange is bolted to the column flange, and the beam is welded to the stub flange. In the second connection, after welding the SSC flange to the column flange and welding the beam to an end-plate, the end-plate is bolted to the SSC flange. The flange and web of the stub are reinforced using horizontal stiffeners to transfer the beam moment. Stiffeners could be employed with various th

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HYSTERETIC PERFORMANCE OF WEAK-AXIS CONNECTION WITH I-SHAPED PLATES IN STEEL FRAME. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.1.

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This paper elucidates numerically the behavior of weak-axis moment connections proposed by welding I-shaped plates in the H-section column to increase connection strength and ductility in steel frame. After validating the numerical methods through comparing the results of numerical analysis and experiments, the effectiveness of the proposed weak-axis connection were examined through comparing to the traditional weak-axis connection. The proposed weak-axis connection could move the highest stresses away from the start-stop points of a weld, and thus preventing the premature brittle fracture of

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BUCKLING MODES OF SCREWED CONNECTIONS IN COLD-FORMED STEEL BUILT-UP PLATES. The Hong Kong Institute of Steel Construction, 2024. http://dx.doi.org/10.18057/ijasc.2024.20.3.9.

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Discrete screws can introduce discontinuities at the interface of built-up plates, leading to various buckling modes in cold-formed steel (CFS) built-up plates, namely coordinated buckling and delamination buckling. The impact of these buckling deformation modes on the stability mechanism of CFS screw-connected built-up plates is significant and cannot be overlooked. Consequently, this paper establishes theoretical models for both buckling modes. Analytical solutions for the critical buckling stress (CBS) of the screw-connected built-up plate under these two modes are derived. The validity of

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STRESS RESPONSE AND INITIAL STIFFNESS OF SIDE PLATE CONNECTIONS TO WCFT COLUMNS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.9.

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To study the mechanism of load transfer in double-side-plate connections between I-beams and wall-type concrete-filled steel tubular columns, a pseudo-static experiment and finite element analysis were conducted for two full-scaled specimens. The results revealed that the primary load was transmitted along an S-shaped path in the side plate, and the primary strain occurred in an X-shaped region between the left and right steel beam flanges. The shear force in the steel beam web was transmitted first to the side plate centre and then to the joint area, where the side plate, steel tube web, and

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SHEAR BEHAVIOUR OF DEMOUNTABLE CONNECTIONS WITH BOLTS AND HEADED STUDS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.4.3.

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Following the trend of sustainable development and structure reuse, many novel solutions related to demountable shear connectors for application in steel-concrete composite beams have been proposed in recent years. This paper provides a further contribution to the research field by proposing a demountable connection with bolts and welded headed studs. The transfer of shear force between a steel flange and a composite concrete slab cast in an open trough profiled steel sheeting is indirect, passing through a steel plate or angles. The proposed solution enables convenient dismantling and reuse o

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LOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.286.

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The composite rigid-frame bridge, where the steel girder and the reinforced concrete (RC) pier are rigidly connected, has a high bearing capacity and superior long-term performance. The steel girder-RC pier connection is the critical detail for the design of such a structural form. To this end, a detailed review of composite rigid-frame bridges in China and abroad was carried out to summarize various forms of connections and evaluate their applicability. A novel connection type was then proposed to improve the connective performance between steel plate girders and RC piers. Threedimensional fi

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RETROFIT EFFECT AND FLEXURAL CAPACITY OF H-SECTION BEAM- THROUGH BEAM-COLUMN CONNECTIONS FOR STEEL MODULAR FRAMES. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.2.4.

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Beam-through steel beam-column configurations are distinct from traditional column-through steel structures because they discontinue columns at each floor by bolting upper and lower columns to floor beam flanges. It facilitates modular manufacturing and floor/modular erection, which provides more opportunities for low to mid-level steel structures. Compared to its constructability superiority, beam-through configurations typically create a weaker beam-column joint than traditional beam-column connections adopted in the current building codes. In a numerical approach, this study investigates th

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MECHANICAL PRORERTIES OF EXPOSED COLUMN BASE CONNECTIONS FOR L-SHAPED COLUMNS FABRICATED USING CONCRETE-FILLED STEEL TUBES. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.4.

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The response of exposed column base connections for L-shaped column is investigated through finite element analysis (FEA) in this paper which is affected by complex interactions among different components. Three finite element models are constructed to simulate the response of these connections under axial and cyclic horizontal loading, which interrogate a range of variables including anchor rod strength, base plate size and thickness. The results of the simulations provide insights into internal stress distributions which have not been measured directly through experiments. The key findings i

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