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Journal articles on the topic 'Plate girders - Testing'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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1

Shawky, Wael, and Ghaidaa Nabil. "Experimental and numerical study for the post buckling behaviour of plate girders subjected to bending and shear." MATEC Web of Conferences 162 (2018): 04027. http://dx.doi.org/10.1051/matecconf/201816204027.

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This research offers experimental and numerical study for the ultimate strength analysis and post buckling behaviour of plate girders subjected to shear and bending stresses. Two Plate girders of length 2.5m are designed consisting from three separate structural steel plates welded together to form I - section. The dimensions of the first girder section is 512 mm × 120 mm while the second girder section is 412mm × 120 mm. Mechanical properties for plate girders components were found by testing three samples of each plate. The ultimate shear strength was found by examining two plate girders in

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2

Almoosi, Y., and N. Oukaili. "The Response of a Highly Skewed Steel I-Girder Bridge with Different Cross-Frame Connections." Engineering, Technology & Applied Science Research 11, no. 4 (2021): 7349–57. http://dx.doi.org/10.48084/etasr.4137.

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Braces in straight bridge systems improve the lateral-torsional buckling resistance of the girders by reducing the unbraced length, while in horizontally curved and skew bridges, the braces are primary structural elements for controlling deformations by engaging adjacent girders to act as a system to resist the potentially large forces and torques caused by the curved or skewed geometry of the bridge. The cross-frames are usually designed as torsional braces, which increase the overall strength and stiffness of the individual girders by creating a girder system that translates and rotates as a

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3

Sharp, Stephen R., Jason Provines, Audrey K. Moruza, William F. Via, and Keith N. Harrop. "Design, Fabrication, Construction, and Cost Assessment of Virginia’s First Corrosion Resistant ASTM A1010 Plate Girder Bridge." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 26 (2018): 68–76. http://dx.doi.org/10.1177/0361198118773888.

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This study documents the construction of the Waynesboro Route 340 Bridge with low-maintenance corrosion resistant steel girders, cross-frames, and stainless steel bolts. This includes documenting the fabrication of the ASTM A1010 steel plate, girder and secondary members, erecting the girders, and completion of the construction process. The types of stainless steel materials used to fabricate the girders are reported with a comparison to traditional materials. Information on the material properties was documented. Cost analysis was performed and guidance was provided to the Virginia Department

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4

Mans, Patrick, Aaron J. Yakel, and Atorod Azizinamini. "Full-Scale Testing of Composite Plate Girders Constructed Using 485-MPa High-Performance Steel." Journal of Bridge Engineering 6, no. 6 (2001): 598–604. http://dx.doi.org/10.1061/(asce)1084-0702(2001)6:6(598).

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5

Wei, Xing, Lin Xiao, and Zijian Wang. "Full-Scale Specimen Testing and Parametric Studies on Tensile-Plate Cable-Girder Anchorages in Cable-Stayed Bridges with Steel Girders." Journal of Bridge Engineering 23, no. 4 (2018): 04018006. http://dx.doi.org/10.1061/(asce)be.1943-5592.0001193.

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6

Barth, Karl E., Gregory K. Michaelson, Adam D. Roh, and Robert M. Tennant. "Field Determined Live Load Distribution Factors for Modular Press-Brake-Formed Tub Girders." Transportation Research Record: Journal of the Transportation Research Board 2675, no. 3 (2021): 1–7. http://dx.doi.org/10.1177/0361198120983757.

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This paper is focused on the field performance of a modular press-brake-formed tub girder (PBFTG) system in short span bridge applications. The scope of this project to conduct a live load field test on West Virginia State Project no. S322-37-3.29 00, a bridge utilizing PBFTGs located near Ranger, West Virginia. The modular PBFTG is a shallow trapezoidal box girder cold-formed using press-brakes from standard mill plate widths and thicknesses. A technical working group within the Steel Market Development Institute’s Short Span Steel Bridge Alliance, led by the current authors, was charged with

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7

Williams, Thomas R., Xuemeng Xia, Thomas E. Darby, and Stephen R. Sharp. "Evaluation of Stainless Steel Fasteners for Bolted Field Splice Connections of ASTM A1010 Corrosion-Resistant Steel Plate Girders." Transportation Research Record: Journal of the Transportation Research Board 2630, no. 1 (2017): 85–94. http://dx.doi.org/10.3141/2630-11.

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The Virginia Department of Transportation, Richmond, initiated this study to compare the mechanical properties, availability, and costs of stainless steel fastener materials for use with ASTM A1010 stainless steel plate. The investigation focused on fastener materials included in ASTM A193 and compared them with ASTM A325 bolts. The ASTM A193 bolts tested were the B6, B8, and B8M. Test results indicated that the ASTM A193 B8 fasteners provided the most economic combination of mechanical strength, corrosion resistance, and cost. Uniaxial tension tests and Skidmore–Wilhelm rotational capacity te

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8

Wang, Zhiqiang, Tiantian Li, Hongya Qu, Hongyi Wei, and Yang Zhang. "Seismic performance comparison of precast segmental bridge girders with different cross sections and boundary conditions under vertical quasi-static cyclic testing: An experimental investigation." Advances in Structural Engineering 21, no. 12 (2018): 1936–48. http://dx.doi.org/10.1177/1369433218759780.

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In this study, five 1/5-scale bridge girder specimens are tested with vertical quasi-static cyclic loading, in order to understand their performance in high seismic zones. The study is focused on the superstructures at two critical regions: (1) close to mid-span where high moments and low shears are present (2) and close to the supports where high negative moments and high shears are induced. The first case includes one precast segmental bridge box-girder, one precast segmental bridge I-girder, and one reference cast-in-place I-girder, while the second case consists of one precast segmental br

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9

Lee, Heeyoung, Junki Min, and Wonseok Chung. "Full-Scale Testing of Precast Concrete Bridge Using Internal Connector in Negative Moment Region." Advances in Civil Engineering 2019 (August 4, 2019): 1–12. http://dx.doi.org/10.1155/2019/6309859.

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Conventional concrete marine structures are difficult to construct on site and can cause pollution of the environment. Therefore, concrete marine structures require the development of methods that can minimize the amount of construction that needs to be performed in the field. This study aims at facilitating assembly through the use of precast girders and precast bent cap and at improving construction efficiency by minimizing cast-in-place structures. The proposed bridge can reduce the negative moment of the girder through continuous connection. In this study, a full-scale connection specimen

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10

Ronghe, G. N., and L. M. Gupta. "Parametric Study of Tendon Profiles in Prestressed Steel Plate Girder." Advances in Structural Engineering 5, no. 2 (2002): 75–85. http://dx.doi.org/10.1260/1369433021502579.

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The concept of prestressing steel structures has only recently been widely considered, despite a long and successful history of prestressing concrete members. Several analytical studies of prestressed steel plate girder were reported in the literature, but much of that work was not studied with reference to different parameters like tendon profile, eccentricity, partial span to full span ratio, prestressing force, load carrying capacity etc. associated with prestressing. This paper examines analytically a comparative study of various tendon configurations and prestressing parameters on over al

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11

Chotickai, Piya, and Torkul Kanchanalai. "Field Testing and Performance Evaluation of a Through-Plate Girder Railway Bridge." Transportation Research Record: Journal of the Transportation Research Board 2172, no. 1 (2010): 132–41. http://dx.doi.org/10.3141/2172-15.

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12

Vimonsatit, V., K. H. Tan, and Z. H. Qian. "Testing of Plate Girder Web Panel Loaded in Shear at Elevated Temperature." Journal of Structural Engineering 133, no. 6 (2007): 815–24. http://dx.doi.org/10.1061/(asce)0733-9445(2007)133:6(815).

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13

McCulloch, W. J., C. Militano, and S. Rizkalla. "Behavioral load testing of the Disraeli facility." Canadian Journal of Civil Engineering 14, no. 1 (1987): 103–10. http://dx.doi.org/10.1139/l87-013.

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The Disraeli facility, which was completed in 1960, consists of several overpasses utilizing rolled steel beam construction and a riveted steel plate girder bridge crossing the Red River in Winnipeg, Manitoba. The total length of the facility is approximately 707 m (2320 ft). In 1984, the City of Winnipeg commissioned Reid Crowther and Partners Limited to perform a load test on the facility to ascertain the possibility of increasing the maximum gross vehicle weight limit. The tests were performed on three consecutive Sundays, from September 23 to October 7, 1984.Three spans were tested. One no

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14

Chun, Pang Jo, Daichi Yoshii, J. M. R. S. Appuhamy, and Mitao Ohga. "Tensile Behavior Prediction of Steel Plates with Pitting Corrosion." Applied Mechanics and Materials 138-139 (November 2011): 816–20. http://dx.doi.org/10.4028/www.scientific.net/amm.138-139.816.

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We report the tensile behavior of corroded steel plates with huge corrosion pit. The behavior of corroded steel plates is not easy to predict because of its surface roughness. We therefore conducted tensile tests first to understand the behavior experimentally using the corroded steel plates taken from plate girder bridge. Before the testing, a 3D laser prove system was employed to measure the surface irregularity. In addition, finite element model was developed here to predict the behavior numerically. The model was validated by the tensile test results so that the finite element model can be

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15

Naser, Ali Fadhil, and Zong Lin Wang. "Experimental Analysis and Performance Evaluation of Fu Feng Highway Prestressed Concrete Bridge after Strengthening in China." Advanced Materials Research 189-193 (February 2011): 2346–52. http://dx.doi.org/10.4028/www.scientific.net/amr.189-193.2346.

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Fu Feng highway prestressed concrete bridge is located in Changchun City which is the capital and largest city of Jilin province and it located in the northeast of China. The strengthening of the bridge structural members can be attempted by replacing poor quality or defective materials by better quality materials, attaching additional load-bearing materials, and re-distribution of the loading actions through imposed deformation on the structure system. The objectives of this study are to explain the strengthening process of damaged structural members of Fu Feng bridge, and to evaluate the per

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16

Siekierski, Wojciech. "Analysis of gusset plate of contemporary bridge truss girder." Baltic Journal of Road and Bridge Engineering 11, no. 3 (2016): 188–96. http://dx.doi.org/10.3846/bjrbe.2016.22.

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Trussed structures in modern bridge building usually have “W” bracing. Structural joints are often based on application of gusset plates. Experimental tests of stress distribution in such gusset plates are rather sparse. Lab testing of scaled bridge truss girder was carried out in Poznań University of Technology in Poznań. Investigation into stress distribution in gusseted joint was carried out. Test results were put against results obtained from analyses of two finite element models: beam-element model and shell-element model. Normal stress and Huber-Mises equivalent stress distributions with

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17

Luo, Kun, and Xiaoyan Lei. "A study of modeling experiments of the vibration behavior of elevated railway box girder." Journal of Vibration and Control 25, no. 5 (2018): 984–95. http://dx.doi.org/10.1177/1077546318807283.

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Based on the model similarity theory, this article deduces the model similarity relationship of the elevated railway box girder at the elastic stage and designs a 1/10 box girder scale model by adopting a 32 m simply-supported box girder bridge from the Beijing–Shanghai Railway as the prototype. It then verifies the validity of the model design and the dynamic similarity between the 1/10 model and the prototype through constraint mode and free mode experiments on the 1/10 scale model, together with transient finite element calculation. The dynamic calculation model is utilized here for the ana

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18

Bakht, Baidar, and Akhilesh C. Agarwal. "Deck slabs of skew girder bridges." Canadian Journal of Civil Engineering 22, no. 3 (1995): 514–23. http://dx.doi.org/10.1139/l95-060.

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Canadian codes allow the design of concrete deck slabs of slab-on-girder bridges by taking account of the internal arching action that develops in these slabs under concentrated wheel loads in particular. Provided that certain prescribed conditions are met, a deck slab is deemed to have met the design criteria if it is provided with a top and a bottom layer of steel reinforcement with each layer consisting of an orthogonal mesh of steel bars in which the area of cross section of the bars in each direction is at least 0.3% of the effective area of cross section of the deck slab. For deck slabs

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19

Zhao, Bao Jun, Juan Luan, and Jiang Meng. "Analysis on Vertical Pre-Stressing Diffusive Effect of PC Box Beam Web." Applied Mechanics and Materials 71-78 (July 2011): 1677–82. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1677.

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In order to study the vertical pre-stressed girder under the action of perforation of the stress distribution characteristics, the paper simulated box beam web under the stress field affected by vertical pre-stressing forces using pairs of force acted on the long and narrow rectangular thin plate, deducted analytical solution to the vertical normal stress, and obtained the numerical solution through the least squares method. On the basis of the uniformity of vertical pre-stressing forces and stress level, the vertical pre-stress diffusive angle of the web fitting to engineering calculations wa

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20

Xing, Bing, and Xiao Zhen Li. "The Numerical Simulation Analysis Method of Steel-Concrete Joint Section in Hybrid Girder of Cable-Stayed Bridge." Advanced Materials Research 1049-1050 (October 2014): 226–33. http://dx.doi.org/10.4028/www.scientific.net/amr.1049-1050.226.

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The steel-concrete joint section is a critical structure of load transmission in cable-stayed bridge girder. Under the requirement of calculation efficiency, correct numerical simulation is an important method to acquire the inter stress and deflection on the joint section of cable-stayed bridge girder. Taken the steel-concrete joint section finite element analysis of a cable-stayed bridge as an engineering background, the whole process simulation method of cable-stayed bridge steel-concrete joint section is introduced, which considering the nonlinear bond slippage effect and ANSYS program is

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21

Radoičić, Goran, and Miomir Jovanović. "Influence of a synchronized human dynamic load on vibrations of machine structures." Journal of Applied Engineering Science 19, no. 1 (2021): 237–45. http://dx.doi.org/10.5937/jaes0-28214.

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This paper contributes to the research of rhythmic behavior of a group of people, which, more or less synchronized, moves or jumps on a thin and elastic plate, thus performing a dynamically variable load. The analysis of the rhythmic behaviour of the crowd carried out on the basis of the experimental testing on the special steel test platform. The experiment consisted of sixteen measurements of live force and acceleration of the test platform. The dynamic loads caused by the mass of the human crowd and individuals had different intensities. The measurements of acceleration of the test platform

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22

Patil, Satyajeet R., Gary R. Consolazio, and H. R. Hamilton. "Effect of Taper on Shear Stiffness of Steel-Reinforced Neoprene Bearing Pads." Transportation Research Record: Journal of the Transportation Research Board, February 28, 2021, 036119812199670. http://dx.doi.org/10.1177/0361198121996709.

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Steel-reinforced elastomeric bearing pads are widely used in bridge construction to vertically support girders on piers while also accommodating translational and rotational girder deformations caused by live loads and temperature changes. To support sloped girders, flat bearing pads of uniform thicknesses are typically used with either tapered steel shim plates or an inclined concrete bearing seat. The use of tapered pads has the potential to reduce both construction time and cost by eliminating the need for tapered plates or seats to match the girder slope. However, limited research has been

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23

Bokarev, Sergey, and Andrei Usoltsev. "Laboratory research on functioning of bridge structures reinforced with induction brazing." Russian journal of transport engineering 6, no. 2 (2019). http://dx.doi.org/10.15862/14sats219.

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Welded metal bridge spans are one of the most wide-spread types of bridge spans, several thousand of them being in operation along motorways and in city areas in Russia. Similar to other welded structures they are prone to fatigue cracking which is usually repaired using metal plates fixed with high-strength bolts. The Siberian Research Institution of Bridges located in Siberian Transport University has developed the structure and technology of welded bridge span reinforcement using round metal plates fixed by induction brazing. To prove the efficiency of the technology a laboratory research a

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