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Dissertations / Theses on the topic 'Slotted-in steel plate connections'

Author: Grafiati

Published: 25 June 2021

Last updated: 29 July 2025

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Schumacher, Ann. "Connection of infill panels in steel plate shear walls." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq21206.pdf.

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12

Hanks, Kevin N. "Rotational Strength and Stiffness of Shallowly Embedded Base Connections in Steel Moment Frames." BYU ScholarsArchive, 2016. https://scholarsarchive.byu.edu/etd/6261.

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Shallowly embedded column base connections with unreinforced block out concrete are a common method of connecting steel columns to their foundation. There has been little research done to accurately quantify the effects of this block out concrete on the connection strength and rigidity, and therefore there is nothing to aid the practicing engineer in accounting for this in structural analysis. Due to this lack of understanding, engineers have typically ignored the effects of shallow block out concrete in their analysis, presumably leading to a conservative design. Recent research has attempted

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13

Brush, Natalie Camille. "Connection of modular steel beam precast slab units with cast-in-place closure pour slabs." Texas A&M University, 2004. http://hdl.handle.net/1969.1/1356.

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Jointless bridges are advantageous in removing mechanical joints which are a known cause of bridge deterioration. Elimination of joints provides a smoother riding surface and removes the possibility of de-icing salts penetrating the deck and corroding the deck reinforcing and underlying bridge superstructure. Jointless bridges are traditionally constructed by monolithically casting the entire bridge deck on beams after they have been erected. However, this process requires extensive in-field formwork and lengthy traffic closures. The Texas Department of Transportation proposes a new method of

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14

陳沛均. "Parametric Study and Design of Steel Gusset Plate Connections in Compression." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/29319308104138510425.

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碩士<br>國立交通大學<br>土木工程系所<br>94<br>Buckling-restrained brace (BRB) was widely used and studied because of high levels of energy dissipation in seismic loading. Gusset plates, which connect the BRB to other structural members, experienced unexpected buckling before reaching the ultimate capacity of the BRB. The research, therefore, aimed to investigate buckling strength and inelastic compressive behavior of the gusset plate with various geometry, edge stiffeners, and boundary conditions. A parametric study was performed by the general purpose nonlinear finite element computer program ABAQUS. T

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15

Chien, Tsai-yang, and 簡才揚. "Seismic Behavior of Gusset Plate Connection in Steel Braced Frames." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/05928302625967509093.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>95<br>This research is aimed at studying the structural behavior of low yielding point (LYP) steel gusset plate connections in steel braced frames. The steel braced frames were designed using the “strong brace - weak gusset“ philosophy. The first series of study is to examine the strength and deformation for the different slenderness of bracing members and the low yielding point steel gusset plate connections. Then, by using the single story one bay frame with diagonal brace and X braces to investigate the seismic behavior between the structures were designed using t

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16

Marquez, Alberto C. "Finite element analysis of welds attaching short doubler plates in steel moment resisting frames." Thesis, 2014. http://hdl.handle.net/2152/28259.

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A number of recent research studies have investigated the performance of panel zones in seismic-resistant steel Special Moment Resisting Frames (SMF). These recent studies investigated various options for attaching doubler plates to the column at beam-column joints in SMF for purpose of increasing the shear strength of the panel zone. This previous work was primarily focused on doubler plates that extend beyond the top and bottom of the attached beams, and considered cases both with and without continuity plates. As an extension to this previous research, this thesis explores the situation whe

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