In this paper, the performance of two types of bridge deck systems, a steel orthotropic box and a composite steel-concrete plate girder, subjected to simulated blast loads are studied.
Behavior and stress of orthotropic deck with bulb rib by Oct 01, 2015 · Structural responses, deck stress distributions and deformation behaviors of an orthotropic steel deck were examined depending on corrosion damage. The deck thickness condition and elastic modulus of the asphalt pavement were changed. The possibility of fatigue cracks on the corroded surface of an orthotropic steel deck were examined.
The response of a bridge under a moving vehicle is a complex phenomenon because of the interaction between the bridge and the vehicle. This complexity makes it difficult to identify the significant parameters that govern the response; yet a knowledge of such parameters is important for developing rational procedures for design.
Dynamic response of skew bridge decks, Earthquake Dynamic response of skew bridge decks Dynamic response of skew bridge decks Srinivasan, R. S.; Munaswamy, K. 1978-03-01 00:00:00 s. S R I N I V A S A N ~ AND K. M U N A S W A M Y ~ Department of Applied Mechanics, Indian Institute of Technology, Madras, India SUMMARY In this paper the dynamic response of a skew bridge deck has been investigated, treating it as an orthotropic plate and using
Experiment on fatigue behavior of rib-to-deck weld root in Mar 01, 2016 · A1 Bridge is located in the heavy traffic route of the Tokyo Metro bay area in Japan. A1 Bridge consists of two simple box girder bridges and a three-span continuous box girder bridge with orthotropic steel decks. Large vehicles account for 45.2% of the daily traffic volume. The dimensions of the orthotropic steel deck are given in Table 1. Asphalt pavement damage in A1 Bridge was visually
Dec 12, 2014 · In the present paper, an orthotropic bridge deck has been analyzed to find out non-stationary response statistics when subject to moving vehicle at variable velocity. The solution strategy adopted is Monte Carlo simulation technique after properly developing system equations and
ResearchSTRUCTURAL DESIGN LABORATORY of KYUSHU M. Yang, S. Kainuma, Y.S. Jeong, A. Kawabata, S.Inokuchi and D.Uchida :Parametric FE Analysis for Fatigue Behavior of Rib-to-Deck Welded Joints in Orthotropic Steel Decks, International Association for Bridge and Structural Engineering Spring Conference, CD-ROM, Guangzhou, China , 2016.
Study of the Strain Response of Asphalt Pavements on Abstract A composite structural system consisting of an orthotropic steel bridge deck, waterproof prime, binding course, and wearing surface is complicated. To simplify the analysis of such systems, general elastic and continuous structure theory is applied to the asphalt pavement on steel bridge decks to determine the magnitude of the strain.
Nov 16, 2020 · Orthotropic steel decks are composed of comparatively thin steel plates (as thin as 6 mm) that deform in the in-plane and out-of-plane directions at longitudinal-to-transverse rib connections in response to vehicle loads.
Young JEONG Pusan National University, Busan PNUIn this study, the structural responses and deck stress distributions of an orthotropic steel deck stiffened with bulb ribs were numerically examined in relation to the corrosion damage and Structural response of orthotropic bridge deck depending Mar 15, 2013 · Fingerprint Dive into the research topics of 'Structural response of orthotropic bridge deck depending on the corroded deck surface'. Together they form a unique fingerprint. Together they form a unique fingerprint.