Abstract
This study investigated the structural behavior of an arch system composed of segmental precast concrete panels and steel outrigger ribs, with respect to the cross-sectional geometries of the structural members. Thus, a three-dimensional finite element (3D FE) analysis of the proposed arch system was conducted at each construction step, and the cross-sectional geometries of the structural members were varied. From the results of the FE analysis regarding the structural-member cross-sectional configurations and geometries, the changes in stress and deformation were identified with respect to the changes in the thickness of the precast panels, thickness of the outrigger ribs, and height of the V-strip. Stresses and displacements of structural members in the proposed arch system were affected up to 48% by the height of the V-strip and the thickness of the outrigger ribs. The thickness of the precast panel affected relatively small on its structural behaviors. Therefore, the height of the V-strip and thickness of the outrigger ribs should be considered as the major design parameters for the design of the proposed arch system.
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References
ABAQUS (2014) Abaqus analysis user manual, version 6.14. Dassault Systems Simulia Corp, ABAQUS Inc., Johnston, UI, USA
Bernini J (2001) Overfilled precast concrete arch bridge structures. International bridge conference, March 2, Zurich, Switzerland
Block P (2005) Equilibrium systems: Studies in masonry structure. MSc Thesis, Massachusetts Institute of Technology, Cambridge, MA, USA
Block P, Ciblac T, Ochsendorf J (2006) Real-time limit analysis of vaulted masonry buildings. Computers and Structures 84:1841–1852, DOI: https://doi.org/10.1016/j.compstruc.2006.08.002
Canadian Standards Association (2014) CAN/CSA-S6-14: Canadian highway bridge design code. Canadian Standards Association, Toronto, ON, Canada
Collings D (2005) Steel-concrete composite bridges. ICE, Washington DC, USA, 110–128
Chung CH, Joo SH, Choi DC, Lee JY (2014) Structural performance of precast concrete arch with reinforced joint. Journal of the Korean Society of Civil Engineers 34:29–47 (in Korean)
Gupta A, Taylor SE, Kirkpatrick J, Long AE, Hogg I (2005) A flexible concrete arch system. Concrete research in Ireland colloquium, December 14–15, Dublin, Ireland
Gupta A, Taylor SE, Kirkpatrick J, Long AE, Hogg I (2008) Construction of Tievenameena bridge using a flexi-arch system. Bridge and concrete infrastructure conference (BCRI08), December 1, Galwas, Ireland
Heyman J (1982) The masonry arch. Ellis Horwood Ltd., Chichester, UK
Hognestad E (1951) A study of combined bending axial load in reinforced concrete members. Bulletin Series, Engineering Experimental Station, The University of Illinois, Urbana, IL, USA, 49
Jeon SH, Cho KI, Huh JW, Ahn JH (2019) The performance assessment of a precast, panel-segmented arch bridge with outriggers. Applied Sciences 9:4646, DOI: https://doi.org/10.3390/app9214646
Ong CY, Choong KK, Tan GE, Ong TB (2015) Precast concrete closed spandrel arch bridge system as viable alternative to conventional beam bridge system. Applied Mechanics and Materials 802:261–266, DOI: https://doi.org/10.4028/www.scientific.net/AMM.802.261
Radić J, Šavor Z, Kindij A (2005) Innovations in concrete arch bridge design. proceedings of the 4th international conference organised on behalf of the structural and buildings board of the institution of civil engineers. October 10–11, Kuala Lumpur, Malaysia
Tan GE, Ong TB, Ong CY, Choong KK (2014) Development and standardisation of new precast concrete open spandrel arch bridge system. Proceedings of the 37th IABSE symposium in Madrid, September 3–5, Madrid, Spain, 799–806
Acknowledgements
This work is supported by the Korea Agency for Infrastructure Technology Advancement (KAIA) grant funded by the Ministry of Land, Infrastructure and Transport (grant 20CTAP-C151892-02).
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Jeon, S.H., Lee, H.J., Moon, J. et al. Structural Performance of a Segmental Precast Arch System with Outrigger by Sectional Geometry of Structural Member. KSCE J Civ Eng 24, 3356–3375 (2020). https://doi.org/10.1007/s12205-020-2030-x
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DOI: https://doi.org/10.1007/s12205-020-2030-x