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  4. Moisture-induced stresses and damage in adhesively bonded timber-concrete composite connection
 
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February 16, 2024
Journal Article
Title

Moisture-induced stresses and damage in adhesively bonded timber-concrete composite connection

Abstract
An experimental program was conducted to clarify the wood swelling effect on the shear strength and failure modes of adhesively bonded timber-concrete composite (TCC) joints. A total of 150 TCC joints were fabricated and cured in the condition of 20 °C & 55% relative humidity (RH) for one month, then the joints were divided into three groups (50 each group) and treated at 20 °C and 55%, 75%, and 95%RH, respectively. After about 30-, 100-, 200-, 300-, and 390-day treatment, ten samples from each group were tested to determine their shear strength and failure modes. It was found that an increase in moisture content (e.g., by 10.8%) caused a reduction of shear bond strength (e.g., by 25%). Concrete failure was found to be the dominant failure mode for all tested joints. Finite element (FE) analyses were performed to facilitate understanding of the underlying mechanisms of wood swelling effects. When the moisture content of wood increased by 10.8%, the FE analyses showed that the wood swelling resulted in significant internal stresses and concrete tensile damage at the wood/concrete bonding interface, which was the main reason for the reduction of the shear bond strength. In addition, the effects of essential factors, such as material properties of adherents, orientation of wood components relative to the bonding surface, and bonding width perpendicular to the grain direction of wood, on the moisture-induced stresses were studied. Concrete grades hardly had influence. For the bonding process of TCC structure in practice, a smaller orientation angle (i.e., the angle between the radial direction and the bonding surface) is recommended to avoid moisture-induced damage in wood and concrete at their interface. In other words, the surface of a Glulam or CLT product designed for bonding should be as close as possible to R-L planes of the constituent wood blocks and avoid T-L planes. Furthermore, a larger bonding width resulted in higher moisture-induced stresses.
Author(s)
Fu, Qiuni  
Fraunhofer-Institut für Holzforschung Wilhelm-Klauditz-Institut WKI  
Xu, Ranwu
Fraunhofer-Institut für Holzforschung Wilhelm-Klauditz-Institut WKI  
Kasal, Bohumil  
Fraunhofer-Institut für Holzforschung Wilhelm-Klauditz-Institut WKI  
Yang, Wei
Nanjing Forestry University
Yan, Libo  
Fraunhofer-Institut für Holzforschung Wilhelm-Klauditz-Institut WKI  
Journal
Construction & building materials : CBM  
Project(s)
GRK 2075: Modelle für die Beschreibung der Zustandsänderung bei Alterung von Baustoffen und Tragwerken  
Funder
Deutsche Forschungsgemeinschaft -DFG-, Bonn  
Open Access
DOI
10.1016/j.conbuildmat.2024.135184
Additional full text version
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Language
English
Fraunhofer-Institut für Holzforschung Wilhelm-Klauditz-Institut WKI  
Keyword(s)
  • adhesive bond

  • wood swelling

  • moisture-induced stresses

  • timber-concrete composite

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