Slip between Glue-Laminated Beams in Stress-Laminated Timber Bridges: Finite-Element Model and Full-Scale Destructive Test-Reference-Cited by-同舟云学术

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

Published:2011-03 Issue:2 Volume:16 Page:188-196
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ekevad Mats¹²³,Jacobsson Peter¹²³,Forsberg Göran¹²³

Affiliation:

1. Associate Professor, Division of Wood Science and Technology, Luleå Univ. of Technology, SE-931 87 Skellefteå, Sweden.

2. M.S., Martinsons Träbroar AB, Kroksjön 230, SE-93195 Skellefteå, Sweden.

3. Lab. Engineer, Wood Technology, SP Technical Research Institute of Sweden, Skeria 2, SE-931 77 Skellefteå, 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.1943-5592.0000153

Reference13 articles.

1. Ekevad M. (2006). “Modelling of dynamic and quasi-static events with special focus on wood-drying distortions.” Ph.D. thesis Division of Wood Science and Technology Luleå University of Technology Skellefteå Sweden.

2. A review of creep in wood: Concepts relevant to develop long-term behaviour predictions for wood structures;Holzer S. M.;Wood Fiber Sci.,1989

3. Kalbitzer T. (1999). “Experiments regarding the coefficient of friction between laminations.” Diplomarbeit Nr. 97 TU Munich.

4. Behavior of Stress‐Laminated Timber Highway Bridge

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