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Literatura académica sobre el tema "Girders"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 25 de julio de 2025

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Artículos de revistas sobre el tema "Girders"

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

Ezzeldin Yazeed Sayed-Ahmed. "Design aspects of steel I-girders with corrugated steel webs." Electronic Journal of Structural Engineering 7 (June 1, 2007): 27–40. http://dx.doi.org/10.56748/ejse.772.

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Corrugated web girders represent a new structural system emerged in the past two decades. The girder’s flanges provide the flexural strength of the girder with no contribution from the corrugated web which provides the girder’s shear capacity. Failure of the web occurs by steel yielding, web buckling or interactively between them. Lateral torsion and local flange buckling of corrugated web girders represent another two possible failure criteria. Here, the work previously performed by the author on corrugated web girders was compiled and presented in a comprehensive format. The starting point i

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Xu, Jun, Jian Li, Yu Ye, Yuanqing Xu, and Chong Li. "Dynamic Response of a Long-Span Double-Deck Suspension Bridge and Its Vibration Reduction." Buildings 13, no. 7 (2023): 1791. http://dx.doi.org/10.3390/buildings13071791.

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This paper presents a dynamic analysis of a long-span double-deck suspension bridge subjected to random traffic loading using a Finite Element (FE) model. During this study, the influence of various traffic parameters, such as vehicle speed, traffic volume, traffic weight, and the location of the passing girder, on the longitudinal movement of the girders was investigated. The results reveal that schemes with double girders passing can lead to greater longitudinal displacement of the girder as compared to a long-span bridge with a single passing girder. However, the incorporation of fluid-visc

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4

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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5

Tan, Hean Seong, Chien Xuan Teow, and Poi Ngian Shek. "Parametric Study on Built-up Plate Girder to Eurocode 3 with Various Beam Span and Steel Grade." Semarak Engineering Journal 6, no. 1 (2024): 11–19. https://doi.org/10.37934/sej.6.1.1119.

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This paper presents the parametric study on built-up plate girders with various steel grades and beam spans to investigate the economic aspect of built-up plate girders with truss girders. Commonly the plate girder is designed to carry heavy load over a 20 m span length and different span lengths of the girders will influence the design of plate girders and their self-weight based on the steel grades and span lengths. Therefore, this study is carried out to determine the most economical detail dimensions and the self-weight of the plate girder structure which is based on the constant uniformly

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6

Mahmoud, Thamir K., and Qassim Ali Husain Al-Quraishy. "EXPERIMENTAL AND THEORETICAL INVESTIGATIONS FOR BEHAVIOR OF PRECAST CONCRETE GIRDERS WITH CONNECTIONS." Journal of Engineering 18, no. 05 (2023): 621–38. http://dx.doi.org/10.31026/j.eng.2012.05.07.

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This research presents experimental and theoretical investigation of 15 reinforced concrete spliced and nonspliced girder models. Splices of hooked dowels and cast in place joints, with or without strengthening steel plates were used. Post-tensioning had been used to enhance the splice strength for some spliced girders. The ANSYS computer program was used for analyzing the spliced and non-spliced girders. A nonlinear three dimensional element was used to represent all test girders. The experimental results have shown that for a single span girder using steel plate connectors in the splice zone

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Mahmoud, Thamir K., and Ali H. Nasser. "EXPERIMENTAL AND ANALYTICAL ANALYSIS OF PRE-STRESSED CONCRETE SPLICED GIRDER MODELS." Journal of Engineering 15, no. 04 (2009): 4087–106. http://dx.doi.org/10.31026/j.eng.2009.04.01.

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The present research is concerned with experimental and analytical studies of prestressed concrete spliced and non-spliced girder models. The test groups consisted of (16) girders of rectangular sections. Eight girders are spliced while the other eight are reference non - spliced girders. Each spliced girder is composed of three concrete segments connected by splices of ordinary reinforced concrete with hooked dowels different locations. The tested girders were of single span or continuous over intermediate supports. For single span girders two splices were used and post-tensioning was carried

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Zhao, Hang, and Bassem Andrawes. "Experimental Testing and Strut-and-Tie Modeling of Full-Scale Precast Concrete Girders with FRP Repaired End Regions." Applied Sciences 10, no. 17 (2020): 5822. http://dx.doi.org/10.3390/app10175822.

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Bridges located in cold regions are susceptible to extreme deterioration due to harsh climate conditions. Distressing of girder’s end regions is among the most common damage types in these bridges. This work focuses on addressing this type of damage through the use of a fiber reinforced polymer (FRP) repair scheme. Three-point-bending tests are conducted on the control, damaged, mortar repair and carbon fiber reinforced polymer (CFRP) repair cases of bridge girders that are taken out of service. Test results are analyzed to investigate the effectiveness of FRP to repair precast concrete (PC) g

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Abdul, Khaliq Karimi, Uchida Ryota, Ahmad Aasim Bashir, Tomiyama Jun, and Suda Yuya. "Numerical study on the temporal changes of the principal stresses at the ends of the hollow PC-girders to control horizontal end cracks." Indian Journal of Science and Technology 14, no. 16 (2021): 1283–95. https://doi.org/10.17485/IJST/v14i16.2280.

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Abstract <strong>Background/Objectives:</strong> To professionally meet bridge load demands, hollow PC-girders are recently considered for bridge construction, particularly in Japan. Hollow girders are pretensioned girders, which can be a good alternative for ordinary PC-girders by having lightweight, using less material than other beams, and spanning long distances. Hollow PC-girders can be vulnerable to horizontal end cracking at the time of prestressing strand release. <strong>Methods:</strong> In this study, a nonlinear finite element analysis was performed to investigate th

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Nguyen, Hue Thi, Hiroshi Masuya, Tuan Minh Ha, et al. "Long-term Application of Carbon Fiber Composite Cable Tendon in the Prestressed Concrete Bridge-Shinmiya Bridge in Japan." MATEC Web of Conferences 206 (2018): 02011. http://dx.doi.org/10.1051/matecconf/201820602011.

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Carbon fiber reinforced plastic (Carbon Fiber Composite Cable, CFCC) has the outstanding features in comparison with regular steel. In October 1988, CFCC was applied as the tensioning material in main girders of new Shinmiya Bridge in Ishikawa, Japan. This was the first bridge in Japan and in the world, which CFCC tendons were used in the prestressed concrete bridge to counter salt damage. To investigate the serviceability and durability of the main girders and CFCC, three full-scale test girders were fabricated in 1988. At the same time, a bending experiment was conducted on one girder to inv

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Tesis sobre el tema "Girders"

1

Zaoui, Ahlem. "Finite element modeling of post-tensioned box girder bridges." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/20196.

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Ghose, Dhrubajyoti. "Finite element formulation of a thin-walled beam with improved response to warping restraint." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-12052009-020042/.

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Burrell, Geoffrey Scott. "Distortional buckling in steel I-girders." Access to citation, abstract and download form provided by ProQuest Information and Learning Company; downloadable PDF file, 143 p, 2007. http://proquest.umi.com/pqdweb?did=1338867451&sid=1&Fmt=2&clientId=8331&RQT=309&VName=PQD.

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Cordahi, Irene A. "Reliability of corroded steel bridge girders." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34600.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2006.<br>Includes bibliographical references (leaves 39-40).<br>Corrosion is one of the main causes of deterioration of bridges. Structures exposed to harsh environmental conditions are subjected to time-variant changes of their load-carrying capacity. Thus, there is a need for an evaluation to accurately assess the actual condition and predict the remaining life of a structure. System reliability can be used as an efficient tool in evaluation of existing structures. The traditional approach

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Piotter, Jason Matthew. "Longitudinal Slab Splitting in Composite Girders." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/31765.

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Longitudinal slab splitting in composite hot rolled girders and joist girders was investigated. Two different type of framing configurations were studied with two tests conducted per configuration. The framing configurations were designated as either flush-framed or haunched, which describes the framing of the joists into the joist girders or H-shape. Each floor system consisted of at least one exterior or spandrel joist girder, one interior joist girder, and in three of the four tests, an exterior or spandrel H-shape. The nominal lengths of the girders were 30 ft 4 in. with a centerline s

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6

Kabani, Matongo. "The behaviour of curved hybrid girders." Master's thesis, University of Cape Town, 2008. http://hdl.handle.net/11427/18997.

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Includes bibliographical references.<br>Curved girders are used in bridges to fit predefined alignment. Hybrid girders are an innovative use of high strength steel enabling optimising moment capacity. Previous studies of curvature and hybrid girder effects have been disjointed, focusing on curved homogeneous girders and straight hybrid girders. There are no generally accepted curved girder equations and this has implications in the study of curved hybrid girders since the hybrid effects become apparent in the inelastic range. Furthermore, the range of radius to span ratio where available analy

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7

Lam, Hin Chung. "The analysis of aluminium plate girders." Thesis, Cardiff University, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.603501.

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Angomas, Franklin B. "Behavior of Prestressed Concrete Bridge Girders." DigitalCommons@USU, 2009. https://digitalcommons.usu.edu/etd/405.

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For this research, prestress losses were monitored in six HPC bridge girders. These measured losses were compared to predicted losses according to four sources. Prestress loss predictive methods considered for this research were: 1- AASHTO LRFD 2004, 2- AASHTO LRFD 2004 Refined, 3- AASHTO LRFD 2007, and 4- AASHTO LRFD Lump Sum method. On the other hand, the camber prediction methods used in the present research were: 1- Time dependent method described in NCHRP Report 496, 2- PCI multiplier method, and 3- Improved PCI Multiplier method. For the purpose of this research, long-term prestress loss

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9

El, Metwally Ahmed Salah. "Prestressed composite girders with corrugated steel webs." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0006/MQ38626.pdf.

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Burt, C. A. "The ultimate strength of aluminium plate girders." Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376618.

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Libros sobre el tema "Girders"

1

Mohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof, and Moustafa Kassem. Precast Segmental Box Girders. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3.

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Lawson, R. M. Design of stub girders. Steel Construction Institute, 1993.

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3

Shahrooz, Bahram M., Richard A. Miller, Kent A. Harries, Qiang Yu, and Henry G. Russell. Strand Debonding for Pretensioned Girders. Transportation Research Board, 2017. http://dx.doi.org/10.17226/24813.

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4

Vance, Mary A. Beams and girders: Recent references. Vance Bibliographies, 1988.

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5

American Association of State Highway and Transportation Officials. G13.1 guidelines for steel girder bridge analysis. American Association of State Highway and Transportation Officials, 2011.

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6

Adamson, Daniel Edward Joseph. Fatigue tests of riveted bridge girders. University of Alberta, Dept. of Civil Engineering, 1995.

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W, Hyer M., Bowles David E, and Langley Research Center. Applied Materials Branch., eds. The influence of time-dependent material behavior on the response of sandwich beams. College of Engineering, Virginia Polytechnic Institute and State University, 1991.

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8

Li, K. L. Cable-stayed girders with reverse tension systems. UMIST, 1997.

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9

Zaunders, Bo. Gargoyles, girders, & glass houses: Magnificent master builders. Dutton Children's Books, 2004.

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ill, Munro Roxie, ed. Gargoyles, girders, & glass houses: Magnificent master builders. Dutton Children's Books, 2004.

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Capítulos de libros sobre el tema "Girders"

1

Mitchell, Charles F. "Girders." In Building Construction and Drawing 1906, 4th ed. Routledge, 2022. http://dx.doi.org/10.1201/9781003261674-9.

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Mitchell, Charles F., and George A. Mitchell. "Girders." In Building Construction and Drawing 1906. Routledge, 2022. http://dx.doi.org/10.1201/9781003261476-4.

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Boothby, Thomas E. "Analysis of Girders: Beams, Plate Girders, and Continuous Girders." In Engineering Iron and Stone. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784413838.ch08.

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Dolan, Charles W., and H. R. Hamilton. "Spliced Girders." In Prestressed Concrete. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97882-6_13.

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M°Kenzie, W. M. C. "Plate Girders." In Design of Structural Steelwork to BS 5950 and C-EC3. Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14612-3_6.

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Boothby, Thomas E. "Analysis of Girders: Braced Girders and Trusses." In Engineering Iron and Stone. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784413838.ch07.

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Liu, Xin, and Guoxi Tang. "Solid Analysis of Torsional Effects on Small Radius Steel Plate Composite Beams Based on ABAQUS." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_23.

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AbstractIn recent years, steel-mixed composite structures have been widely adopted in China, especially in projects such as urban overpasses and viaducts where steel plate composite girder bridges are widely used. However, the research on small radius steel plate composite curved girder bridges is relatively limited, and the theory of structural stress characteristics and computational analysis is lagging behind. It is found that the radius of curvature has a small effect on the torsional stress of the bridge top plate, but the torsional stress of the steel main girder is higher; the torsional

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8

Mohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof, and Moustafa Kassem. "Description of SBG Assembling and Casting-Penang Bridge." In Precast Segmental Box Girders. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3_1.

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Mohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof, and Moustafa Kassem. "Overview of Precast Segmental Box Girder." In Precast Segmental Box Girders. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3_2.

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Mohamed Nazri, Fadzli, Mohd Azrulfitri Mohd Yusof, and Moustafa Kassem. "Finite Element Analysis of SBG Subjected to Static Loads." In Precast Segmental Box Girders. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-11984-3_3.

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Actas de conferencias sobre el tema "Girders"

1

Kitaichi, Sayuri, Koichi Yokozeki, Masakazu Takeno, Taro Tonegawa, Kazusa Morikawa, and Takashi Yamaguchi. "Rapid Redecking of Urban Steel Bridges: Effective Width of Replaced Orthotropic Steel Decks Connected by Discrete Shear Connectors to Existing Steel Girders." 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.2025.1173.

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<p>The rapid redecking of deteriorating concrete decks of steel bridges is a critical challenge worldwide. To realize the rapid redecking, we have developed a novel structure. The structural key is the Shear Force Transferring Members (SFTMs), which enable a discrete connection between new orthotropic steel decks and existing steel girders, encouraging composite action. SFTMs are bolted to the webs of girders, bypassing the labor-intensive cleaning of upper flanges. This unique approach results in a structure where steel decks are not continuously affixed to the girder’s upper flange but

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2

Sharp, Stephen R., William F. Via, Jason Provines, and Keith N. Harrop. "Material Selection, Fabrication, and Construction of a Corrosion Resistant Plate Girder Bridge in Virginia." In CORROSION 2018. NACE International, 2018. https://doi.org/10.5006/c2018-11497.

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Abstract This paper discusses the material selection, fabrication, and construction of Virginia's first corrosion resistant ASTM A1010 plate girder bridge. In 2013, the Virginia Department of Transportation (VDOT) began investigating if steel plate options were available that would provide greater corrosion resistance when compared to weathering steel. The idea was to determine if a reduced maintenance steel plate product existed that could be fabricated into bridge girders. A study was initiated to determine if corrosion resistant plate steel was being commercially produced that could be used

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3

Vlašić, Anđelko, Mladen Srbić, Nijaz Mujkanović, and Ana Mandić Ivanković. "Comparison and Optimization of Web Stiffening Solutions for Bridge Girders with Medium to Large Spans." 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.2025.1786.

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<p>The webs of continuous box girders for bridges often consist of slender class 4 steel plates that are subjected to bending and internal shear forces. The local buckling is decisive for the design of the girder web, which contains one or more stiffeners. The web thickness (and thus the steel consumption) can be considerably reduced by a suitable stiffening solution, which is determined by the type, number and position of the stiffeners. Eurocode EN 1993-1-5 [1] provides buckling verification methods for the interaction between shear and bending compression normal stresses of stiffened

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Zhao, Dongdong, Zhao Liu, Jiandong Zhang, and Chunlei Zhang. "Alternative Structural Model for Cable-stayed Bridges with Cables Simplified as Individual Elastic Supports." 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.2025.0438.

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<p>This study presents an alternative structural model for cable-stayed bridges, which renders the main girder of cable-stayed bridge into a continuous girder resting on multiple individual elastic supports with equivalent stiffness provided by stay cables. The advantage of this model is that it can quickly identify the live load allocation between stiffening girders and cables. To achieve this goal, first, the analytical formulas of the internal forces and deformations of cable-stayed bridges under live loads based on discrete spring supports are derived. The accuracy of the formulas is

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Castrodale, Reid. "Comparative Bridge Designs Using Normalweight and Lightweight Concrete." In PCI/National Bridge Conference. Precast/Prestressed Concrete Institute, 2009. http://dx.doi.org/10.15554/pro.2009pci/nbc-pr-45.

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A range of designs using normalweight and lightweight concrete for prestressed concrete bridge girders was performed using commercial bridge design software. Combinations of concrete types considered include a normalweight deck on normalweight girders, a lightweight deck on lightweight girders, a lightweight deck on normalweight girders, and a normalweight deck on lightweight girders. The effect of using lightweight concrete in barrier rails was examined briefly. Results of the designs are compared to demonstrate the differences in span capacity, number of strands required, required release st

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Mao, Qianyi, Dong Xu, and Yongxue Jin. "Design Method and Finite Element Analysis of Precast Longitudinal Split-Piece Cover Beam." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.1088.

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<p>In order to reduce the weight of prefabricated cover girders and solve the construction problem that it is difficult to realize one-time prefabricated assembly of large cantilever concrete cover girders, urban viaducts usually use large cantilever prestressed concrete cover girders. Taking a 2×30m simply-supported girder bridge as the superstructure, the paper proposes a precast longitudinal split type cover girder, and uses the large general finite element analysis software WISEPLUS to establish a finite element model to simulate and adjust the structural structure, prestressing dist

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Tang, Shenghua, and Zhi Fang. "Damage Assessment of Prestressed Concrete Girders Using Crack Fractal and Frequency." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1527.

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<p>Two novel approaches are proposed in the present study to assess the damage degree of girders based on the fractal analysis of crack patterns and natural frequency. Two full scale simply‐supported prestressed concrete box girders were firstly designed and subjected to three‐point repeated load bending tests. Concrete cracking, deformation and natural frequency of the girder were investigated during the test. Then, the box‐counting method was improved by rectangle box to analyze the fractal dimension (FD) of girders based on the flexural crack pattern in each loading stage. It shows th

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Dong, Gang, and Torgeir Moan. "Shear Strength of Plate Girders in Ship Structures." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79962.

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Analysis of 5 transversely stiffened and 12 longitudinally stiffened plate girder panels and 3 box girder web panels using ABAQUS [1] software package is conducted to validate the FEM for prediction of ultimate shear capacity of plate and box girders. Good agreement between ultimate strength obtained by calculations and experiments was achieved. Because the existing design procedure does not allow to account for the influence of the post critical behaviour of webs for ships, the results obtained by the application of JTP approach [2] have been demonstrated to be extremely conservative. The app

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Duan, Lan, Yangfan Xin, Zhaxi Dawa, and Chunsheng Wang. "Numerical Simulation of Longitudinal Shear Behavior of High Strength Steel and Concrete Composite Girders." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0505.

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<p>Longitudinal shear failure is a typical failure mode for composite girders. Based on experimental study, the finite element model was calibrated and numerical studies were carried out to analysis the longitudinal shear behaviour of high strength steel and concrete composite girders. It was analysed the effect of transverse reinforcement ratio, concrete strength, and steel grade on the longitudinal shear behaviour of high strength steel and concrete composite girders. Based on the current specifications, the transverse reinforcement area and longitudinal shear strength of the test gird

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Masungi, Parfait M., Maria E. M. Garlock, and Spencer E. Quiel. "Effect of Initial Web Out-of-Flatness Imperfections on the Shear Strength of Low-Frequency Sinusoidal Plate Girders." In IABSE Symposium, Manchester 2024: Construction’s Role for a World in Emergency. International Association for Bridge and Structural Engineering (IABSE), 2024. http://dx.doi.org/10.2749/manchester.2024.0208.

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<p>Slender steel plate girders with deep webs provide flexural and shear strength to resist large loads. However, under shearing forces, web plates are susceptible to shear buckling. During the forming and fabrication of plate girders, initial out-of-flatness imperfections on the web plate are introduced and have demonstrated to reduce the shear buckling strength. Existing measures to enhance the shear buckling strength and improve the behavior of flat steel plate girders include welded stiffeners or corrugated web plate profiling. These methods introduce practical and fabrication challe

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Informes sobre el tema "Girders"

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Kanakamedala, Deven, Jungil Seo, Amit H. Varma, Robert J. Connor, and Anna Tarasova. Shear and Bearing Capacity of Corroded Steel Beam Bridges and the Effects on Load Rating. Purdue University, 2023. http://dx.doi.org/10.5703/1288284317634.

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Corrosion in the girders of steel girder bridges often occurs due to the deicing salts, water, and other debris that leak through the deck joints into the web and bottom flange at the girder ends. Corrosion causes loss of cross-sectional area leading to a reduction in section properties of the member, which eventually results in a reduction in structural resistance against shear and bearing. In this study, seven full-scale tests were performed on decommissioned steel girders acquired from bridges scheduled for demolition in Indiana. Two of the four girders had severe corrosion with cracks and

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2

Tseng, Tzu-Chun, and Amit H. Varma. Synthesis Study: Repair and Durability of Fire-Damaged Prestressed Concrete Bridge Girders. Purdue University, 2022. http://dx.doi.org/10.5703/1288284317378.

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Recent research results from INDOT research project SPR-4221 indicate that the damage to prestressed concrete bridge girders from an intense hydrocarbon fire is limited to concrete material degradation up to a depth of 1 inch from the surface. Additionally, concrete cracking and spalling occur in the fire-damaged region, but the structural strength (flexure and shear) of fire-exposed prestressed concrete bridge girders is not compromised. The findings open the possibility for repairing damaged bridge girders and answers questions regarding the durability of damaged-unrepaired and damaged-repai

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3

Groeneveld, Andrew B., Stephanie G. Wood, and Edgardo Ruiz. Estimating Bridge Reliability by Using Bayesian Networks. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/39601.

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As part of an inspection, bridge inspectors assign condition ratings to the main components of a bridge’s structural system and identify any defects that they observe. Condition ratings are necessarily somewhat subjective, as they are influenced by the experience of the inspectors. In the current work, procedures were developed for making inferences on the reliability of reinforced concrete girders with defects at both the cross section and the girder level. The Bayesian network (BN) tools constructed in this work use simple structural m echanics to model the capacity of girders. By using expe

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4

Galik, William, John Stanton, and Richard Wiebe. Lateral-Torsional-Roll Stability of Long Precast Girders. Precast/Prestressed Concrete institute, 2022. http://dx.doi.org/10.15554/pci.rr.comp-035.

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The overall goal of this project was to investigate the role of torsional deformations and major axis bending deformations in lateral instability of long girders, specifically their effect on the theoretical buckling load. A closed-form solution showed that the torsional deformations do indeed reduce the buckling load below the value predicted by the present lateral-roll buckling model by an amount that can be captured with a “knockdown factor.” A numerical tool (ROLLBUCK) was also developed and checked against the closed-form solution for configurations that the latter could address. It was t

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Jáger, Bence, Balázs Kövesdi, and László Dunai. DESIGN METHOD IMPROVEMENTS FOR TRAPEZOIDALLY CORRUGATED WEB GIRDERS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.143.

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Hassan, Ahmed, and Mark Bowman. Fatigue Strength of Girders with Tapered Covered Plates. Purdue University, 1995. http://dx.doi.org/10.5703/1288284313225.

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Ramirez, J., and Gerardo Aguilar. Shear Reinforcement Requirements for High-Strength Concrete Bridge Girders. Purdue University, 2005. http://dx.doi.org/10.5703/1288284313393.

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Varma, Amit H., Jan Olek, Christopher S. Williams, Tzu-Chun Tseng, Dan Huang, and Tom Bradt. Post-Fire Assessment of Prestressed Concrete Bridges in Indiana. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317290.

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This project focused on evaluating the effects of fire-induced damage on concrete bridge elements, including prestressed concrete bridge girders. A series of controlled heating experiments, pool fire tests, material tests, and structural loading tests were conducted. Experimental results indicate that the portion of concrete subjected to temperatures higher than 400°C loses significant amounts of calcium hydroxide (CH). Decomposition of CH increases porosity and causes significant cracking. The portion of concrete exposed to temperatures higher than 400°C should be repaired or replaced. When s

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9

Hui, Jonathan F., Jason B. Lloyd, and Robert J. Connor. Fatigue Life Improvement of Welded Girders with Ultrasonic Impact Treatment. Purdue University, 2018. http://dx.doi.org/10.5703/1288284316654.

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Ramirez, J., J. Olek, and Eric Rolle. Performance of Bridge Decks and Girders with Lightweight Aggregate Concrete. Purdue University, 2000. http://dx.doi.org/10.5703/1288284313288.

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