Modeling Slip in Stress-Laminated Timber Bridges: Comparison of Two Finite-Element-Method Approaches and Test Values-Reference-Cited by-同舟云学术

Modeling Slip in Stress-Laminated Timber Bridges: Comparison of Two Finite-Element-Method Approaches and Test Values

Published:2014-09 Issue:9 Volume:19 Page:04014029
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ekholm K.¹,Ekevad M.²,Kliger I. R.³

Affiliation:

1. Structural Engineer, WSP Sweden–Bridge and Hydraulic Design, Box 13033, SE-402 51 Gothenburg, Sweden; and Industrial Doctoral Student, Dept. of Structural Engineering, Civil and Environmental Engineering, Chalmers Univ. of Technology, SE-412 96 Gothenburg, Sweden (corresponding author).

2. Associate Professor, Dept. of Engineering Sciences and Mathematics, Division of Wood Technology, Luleå Univ. of Technology, SE-931 87 Skellefteå, Sweden.

3. Professor, Dept. of Structural Engineering, Civil and Environmental Engineering, Chalmers Univ. of Technology, SE-412 96 Gothenburg, Sweden.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000595

Reference17 articles.

1. ABAQUS 6.11 [Computer software]. Waltham MA Dassault Systemes.

2. Ekevad M. (2006). “Modelling of dynamic and quasi-static events with special focus on wood-drying distortions.” Doctoral dissertation Division of Wood Science and Technology Luleå Univ. of Technology Skellefteå Sweden.

3. Slip between Glue-Laminated Beams in Stress-Laminated Timber Bridges: Finite-Element Model and Full-Scale Destructive Test

4. Ekholm K. (2011). “Stress-laminated-timber bridge decks subjected to ultimate loads - Experimental tests analytical and numerical modelling.” Licentiate of Engineering Dept. of Civil and Environmental Engineering Division of Structural Engeineering Chalmers Univ. of Technology Goteborg Sweden.

5. Stress-Laminated Timber Decks Subjected to Eccentric Loads in the Ultimate Limit State

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