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http://dx.doi.org/10.11112/jksmi.2022.26.3.1

Verification on the Axial and Flexural Plastic Resistance Analysis of Unconfined Corrugate Steel Sheet and Concrete Composite Section  

Oh, Hongseob (Department of Construction System Engineering ,Gyeongsang National University)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.26, no.3, 2022 , pp. 1-10 More about this Journal
Abstract
For the composite section of corrugated steel sheet and concrete, which is often used in soil structures, a conservative design method based on the ultimate strength state is still applied due to the difficulty of the analysis of compatibility condition. In this study, plastic analysis was performed on the flexural and axial strength of the composite section using two limit state design methods, LRFD and LSD. As a result of the analysis of the experimental results, the LRFD analysis value was interpreted as a conservative results for compressive strength, and it was analyzed that the effect of the concrete compressive strength was greater than the steel ratio of the steel plate. The flexural strength was analyzed to be in good agreement with the experimental results by the LSD analysis. From the parametric analysis on the design variables, the hogging moment, which is affected by the tensile strength of the steel plate, slightly decreased the increasing rate of the strength due to the influence of the bolts connection, but the sagging moment linearly increased according to the increment of steel reinforcement ratio.
Keywords
Corrugate steel plate-concrete composite section; Limit state design; Plastic design; Flexural; axial;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 Janusz, L. and Madaj, A. (2007), Engineering structures from corrugated plates-Design and construction, Transport and Communication Publishers, Warsaw, Poland.
2 AASHTO. (2010), LRFD Bridge Design Specifications, 5th Ed., Washington, DC.
3 American Iron and Steel Institute (2007), Handbook of steel drainage & Highway construction, AISI, p.476.
4 ASTM A 761. (2003), Standard Specification for Corrugated Steel Structural Plate, Zinc-Coated, for Field-Bolted Pipe, Pipe-Arches, and Arches, ASTM, USA.
5 BS EN 1993-1-1. (2006), Eurocode 3 -Part 1-1, Design of steel structures - General rules and rules for buildings. CEN, Brussels.
6 ASTM A1008/A1008M-09. (2009), Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable, ASTM, USA.
7 Beben, D. (2013), Field performance of corrugated steel plate road culvert under normal live-load conditions. Journal of Performance of Constructed Facilities, 27(6), 807-817.   DOI
8 Beben, D. (2014), Corrugated steel plate culvert response to service train loads. Journal of Performance of Constructed Facilities, 28(2), 376-390.   DOI
9 BS EN 1994-1-1. (2004), Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings. CEN, Brussels.
10 BS EN 1994-1-1. (2004), Eurocode 4 - Design of composite steel and concrete structures - Part 2: General rules and rules for bridges. CEN, Brussels.
11 Canadian Standards Association (CSA). (2006), Canadian Highway Bridge Design Code. CAN/CSA-S6-06, Mississauga, ON, Canada.
12 Hwang, W. S., Kang, S. P., and Wi, Y. M. (2004), Strength and Stress Distribution Behavior for the Connections of Corrugated Steel Plates, Journal of Korean Society of Steel Construction, The Korean Society of Steel Construction, 16(3), 365-375.
13 Ju, M., and Oh, H. (2016), Static and fatigue performance of the bolt-connected structural jointed of deep corrugated steel plate member. Advances in Structural Engineering, 19(9), 1435-1445.   DOI
14 Kim, Y, Lee, H., and Oh, H. (2017), An Experimental Verification on the Compressive Behavior of Corrugated Steel Plates and Concrete Composite Section, J. Korean Soc. Hazard Mitig., 17(5), 223-231.   DOI
15 Kim, Y., and Oh, H. (2017), An Experimental Study on Flexural Strength of Deep Corrugated Steel Plate Composite Members by Steel Grade and Reinforcement Method, Journal of the Korea Institute for Structural Maintenance and Inspection, 21(2), 1-12
16 KCSC. (2016), Korean Design Standard; Steel Structural Member Design(LRFD) 14 31 10, Korea Construction Standard Center, p. 169.
17 Moore, I., and Brachman, R. (2012), Research advancing the design of large span deep corrugated metal culverts. 2nd European Conference-Buried Flexible Steel Structures, Rydzyna, Poland.
18 Oh, H. (2019), Verification of Compressive and Flexural Behavior of Corrugated Steel Plates Composite Section with SFRC, J. Korean Soc. Hazard Mitig. 2019, 19(1), 231-239.   DOI
19 BS EN 1993-1-3. (2006), Eurocode 3 -Part 1-3: Design of steel structures - General rules - Supplementary rules for cold-formed members and sheeting. CEN, Brussels.