Evaluation of the Serviceability of the Transverse Joint of a Modular Bridge under a Cyclic Load

Sung Nam Hong; Sang Hoon Kim; Sun Kyu Park; Jin Woong Choi

doi:10.4028/www.scientific.net/AMR.891-892.1699

Paper Titles

Finite Element Simulation of Stable Fatigue Crack Growth Using Critical CTOD Determined by Preliminary Finite Element Analysis
p.1675

Mechanics of Fatigue Crack Propagation in Submicron-Thick Freestanding Copper Films
p.1681

Fatigue and Damage Tolerance Substantiation Approach for a Regional Jet
p.1688

Analysis of the Fatigue Stress on Welded Joints of the U-Rib in an Orthotropic Steel Deck
p.1694

Evaluation of the Serviceability of the Transverse Joint of a Modular Bridge under a Cyclic Load
p.1699

Effect of Microscopic Structure on High-Cycle Fatigue Behavior in Nano-Components
p.1705

Plastic Slip and Early Stage of Fatigue Damage in Polycrystals: Comparison between Experiments and Crystal Plasticity Finite Elements Simulations
p.1711

Wavelet-Based Feature Extraction Algorithm for Fatigue Strain Data Associated with the k-Means Clustering Technique
p.1717

Fatigue Behavior and Surface Sensitivity of Board-Shaped Sample of Powder Metallurgy FGH 96
p.1723

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 891-892Evaluation of the Serviceability of the Transverse...

Evaluation of the Serviceability of the Transverse Joint of a Modular Bridge under a Cyclic Load

Abstract:

Modular bridges have structurally weak joints that require a structural safety review. In this study, a static bending test was conducted on a specimen that was prestressed after grouting of its joints with shear keys. The results were compared with those of integral specimens to analyze the structural behavior characteristics of the specimen with grouted joints. Through cyclic loading tests (200,000 and 2,000,000 times), the long-term serviceability was examined in terms of deflections and cracks.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 891-892)

Pages:

1699-1704

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.891-892.1699

Citation:

Cite this paper

Online since:

March 2014

Authors:

Sung Nam Hong, Sang Hoon Kim, Sun Kyu Park, Jin Woong Choi*

Keywords:

Cyclic Load, Precast, Serviceability, Transverse Joint

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Korea Institute of Industrial Technology Evaluation and Planning, Modular Bridge Technology Development and Commercialization Mid-report, (2012).

Google Scholar

[2] Badwan, I. and Liang, R., Performance Evaluation of a Precast Post-tensioned Concrete Multibeam Deck, J. Perform. Constr. Facil., 21(5), (2007), 368-374.

DOI: 10.1061/(asce)0887-3828(2007)21:5(368)

Google Scholar

[3] Li, L., Ma, Z., Griffey, M. and Oesterle, R., Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Concept Development, J. Bridge Eng., 15(3), (2010), 327-336.

DOI: 10.1061/(asce)be.1943-5592.0000067

Google Scholar

[4] Li, L., Ma, Z. and Oesterle, R., Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Fatigue Evaluation, J. Bridge Eng., 15(5), (2010), 511-522.

DOI: 10.1061/(asce)be.1943-5592.0000097

Google Scholar

[5] Roberts, K.S., Performance of Transverse Post-tensioned Joints Subjected to Negative Bending and Shear Stresses on a Full-scale, Full-depth, Precast Concrete Bridge Deck System, M.S. thesis, Utah State Univ., Logan, UT, (2011).

DOI: 10.15554/pci.rr.tran-001

Google Scholar

[6] Zane B. Wells, Performance of Post-tensioned Curved-Strand Connections in Transverse Joints of Precast Bridge Decks, M.S. thesis, Utah State Univ., Logan, UT, (2012).

Google Scholar

[7] Kim, Y. and Park, J., Shear strength of a grout-type transverse joint, KCI Concrete, 14(1), 8-14.

Google Scholar

[8] Isa, M.A., do Valle, C.L.R., Abdalla, H.A., Islam, S. and Issa, M.A., Performance of Transverse Joint Grout Materials in Full-depth Precast Concrete Bridge Deck Systems, PCI Journal, 48(4), (2003), 92-103.

DOI: 10.15554/pcij.07012003.92.103

Google Scholar