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Relevant bibliographies by topics / Dovel joint

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Journal articles

Academic literature on the topic 'Dovel joint'

Author: Grafiati

Published: 4 June 2021

Last updated: 17 February 2022

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Journal articles on the topic "Dovel joint"

1

Zhao, Fang Ran, Jia Lin Cao, and Ning Wang. "Analysis of Factors Influence on Void Underneath at Concrete Pavement Joints." Applied Mechanics and Materials 488-489 (January 2014): 483–86. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.483.

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Three-dimensional finite element analysis was made on the transverse joint stress state of the concrete pavement slab with void underneath using ANSYS. The transfer effect of dowel bar was discussed with aircraft loaded in the joints. The influence rule of load transfer effect under different dowel bar spacing and dowel bar cross section dimension was compared. Based on the results of finite element analysis, this paper had carried on the experimental study on stress-transferring effect on concrete pavement joints with different location of the dowel bar. The influencing factors of pavement sl

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2

Ding, Min, Zhen Hua Hou, Xiu Gen Jiang, Zi Chen Lin, Guang Kui Zhang, and Jin San Ju. "Numerical Simulation Studies on Tension Behavior of Casing and Dowel Joint of Square Steel Tube." Advanced Materials Research 156-157 (October 2010): 1555–58. http://dx.doi.org/10.4028/www.scientific.net/amr.156-157.1555.

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The study on tension behavior of casing and dowel joint of square steel tube was carried out by using finite element analysis software ANSYS/LS-DYNA with consideration of geometric nonlinearity, material nonlinearity and contact nonlinearity. On this basis, the effects of inside tube wall thickness, main tube wall thickness, and inserting depth on failure mode, ultimate tensile load and deformation of casing and dowel joint of square steel tube was discussed. The results show that there are three types of failure modes, i.e., bolt failure, inside tube failure and main tube failure, when the jo

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3

Guan, Z. W., and P. D. Rodd. "A three-dimensional finite element model for locally reinforced timber joints made with hollow dowel fasteners." Canadian Journal of Civil Engineering 27, no. 4 (2000): 785–97. http://dx.doi.org/10.1139/l00-018.

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Brittle premature failure caused by splitting parallel to the timber grain is a common failure mode in glulam joints made with solid dowel type fasteners. It is thought that this problem can be alleviated by using hollow steel dowels as the fasteners and reinforcing the timber locally in the area of the joint. In this way, by varying the wall thickness of the dowels and the thickness of the reinforcing members, a chosen combination of strength and stiffness should be attainable together with a ductile failure mode. In this paper, three-dimensional nonlinear finite element models are developed

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4

Fueyo, Jose G., Jose A. Cabezas, Manuel Domínguez, Natividad Antón, and Alberto Villarino. "Energy Distribution in Dowel-Type Joints in Timber Structures When Using Expansive Kits." Forests 12, no. 9 (2021): 1200. http://dx.doi.org/10.3390/f12091200.

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This paper provides a study of the mechanical energy distribution in dowel-type joints in timber structures when using expansive kits. The compression caused by the expansive kit increases the friction between the dowel and the timber’s hole, opposing the longitudinal sliding that occurs during the bending of the dowel. The ensuing rope effect increases the load capacity of the joint. The aim was to determine the advantages and disadvantages of using this kind of reinforcement. For this purpose, an ad hoc finite element model of the joint was prepared taking the contact between the different c

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5

Buch, Neeraj, and Dan G. Zollinger. "Development of Dowel Looseness Prediction Model for Jointed Concrete Pavements." Transportation Research Record: Journal of the Transportation Research Board 1525, no. 1 (1996): 21–27. http://dx.doi.org/10.1177/0361198196152500103.

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The results of an in-depth study of factors that affect dowel looseness in jointed concrete pavements are presented. The laboratory investigation revealed the influence of aggregate type (in relation to oxide content), aggregate texture and shape, bearing stress (dowel diameter and crack width), load magnitude, and number of load cycles on the magnitude of dowel looseness and the subsequent loss in load transfer efficiency across saw-cut joints. A discussion is included on the development of an empirical-mechanistic dowel looseness prediction model based on the experimental results. Results of

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6

Abo-Qudais, Saad A., and Imad L. Al-Qadi. "Dowel bars corrosion in concrete pavement." Canadian Journal of Civil Engineering 27, no. 6 (2000): 1240–47. http://dx.doi.org/10.1139/l00-035.

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To study the effectiveness of sealants in reducing chlorides and water intrusion into pavement joint openings, nine 122 × 91 × 20 cm concrete slabs were fabricated. One slab was cast without a joint and was used as a control, two were cast with non-sealed joints, and the other six were cast with joints that were sealed, after the slabs were cured, with either type A (low modulus silicone) or type B (polyurethane) sealant, which are one-component rigid pavement joint sealants. Three dowel bars, used for load transfer, were installed below the joint at the mid-thickness of each slab. Two types o

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7

Sii, How Bing, Gary W. Chai, Rudi van Staden, and Hong Guan. "Three-Dimensional Finite Element Analysis of Doweled Joints in Concrete Pavements." Advanced Materials Research 723 (August 2013): 245–57. http://dx.doi.org/10.4028/www.scientific.net/amr.723.245.

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Concrete pavements are usually selected by pavement engineers for roads subjected to heavy traffic loading and feature high maintenance and construction costs. As such, the structural behaviour of concrete pavements with doweled joints is evaluated herein using Finite Element Method. The pavement system is modelled using three-dimensional brick elements and five loading cases are applied to replicate realistic vehicular loadings approaching and leaving the joint. The structural behaviour of the pavement at the doweled joint is investigated for: (1) pavement with and without voids, and (2) diff

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8

Hou, Rong Guo, and Kai Min Niu. "Stress Analysis for Cement Concrete around Joint Dowel after Loosing." Advanced Materials Research 857 (December 2013): 222–26. http://dx.doi.org/10.4028/www.scientific.net/amr.857.222.

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The stress concentration will appear in cement concrete around joint dowel set in contraction joint of cement concrete pavement with repeated loads. And concrete around joint dowel will damage gradually.In this paper, the stress of concrete around joint dowel and deflection of concrete slab are analyzed when joint dowel loosing. It is indicated that the shear stress is key to damage of concrete around joint dowel. when the loosing width reaches certain extent. With loosing width increasing, load transfer capacity will decrease gradually. And it is shown that the load transfer capability will l

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9

Domínguez, Manuel, Jose G. Fueyo, and Jose A. Cabezas. "Accounting of the thread embedment in timber structures dowel-type joints. Load–slip relationship." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 231, no. 1 (2016): 150–60. http://dx.doi.org/10.1177/0954406216663578.

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This work is devoted to the development of a calculation proposal for dowel-type joints in timber structures that takes into account the increase in load capacity due to the use of threaded dowels. While the method is based on acknowledged criteria of structural standards, it also considers the crushed areas that appear in the timber near the zone of contact with the dowel’s thread. Thereby, it comes closer to the actual mechanical behaviour of the whole joint when it suffers a relative displacement between its different parts under an external load. The equations proposed in this study to def

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10

Mollahassani, Amir, AmirHooman Hemmasi, Habibollah Khademi Eslam, Amir Lashgari, and Behzad Bazyar. "Dynamic and static comparison of beech wood dovetail, tongue and groove, halving, and dowel joints." BioResources 15, no. 2 (2020): 3787–98. http://dx.doi.org/10.15376/biores.15.2.3787-3798.

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Dynamic and static elastic properties beech wood joints were assessed. Conventional joints, namely dovetail, tongue and groove, dowel, and halving joints were prepared with beech wood (Fagus orientalis Lipsky) using polyvinyl acetate and cyanoacrylate adhesives. The results of the dynamic and static modulus of elasticity of the joints in this research indicated the highest reduction trends in halving, dowel, tongue and groove, and dovetail joints, respectively. The modulus of dovetail joint elasticity, its homogeneous joint texture, and lack of an extended adhesive line, corresponded to that o

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