Effects of overlay thickness on surface cracking and debonding in bonded concrete overlays

被引:12
|
作者
Shin, Alex Hak-Chul [1 ]
Lange, David A. [2 ]
机构
[1] Louisiana State Univ, Dept Civil & Environm Engn, Baton Rouge, LA 70803 USA
[2] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
基金
美国国家科学基金会;
关键词
bonded concrete overlay; early age behavior; debonding; surface cracking; overlay thickness;
D O I
10.1139/L2012-007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The performance of bonded concrete overlays can be diminished by early age surface cracking and (or) debonding at the interface between old and new concrete. This early age failure can be attributed to the volume changes of the overlay concrete caused by shrinkage and temperature change. An experimental program was conducted to understand the effects of overlay thickness on the early age failure of bonded concrete overlays. A finite element model was developed to assess stress development and debonding behavior due to volume changes for various overlay thicknesses. The experimental measurements and numerical analysis demonstrated that overlay surface cracking and debonding at the interface are interdependent in thin overlays. To prevent premature surface cracking, a minimum overlay thickness should be determined based on the shrinkage and thermal changes of overlay concrete, and construction practices should be selected to mitigate the shrinkage and thermal gradient through the overlay thickness.
引用
收藏
页码:304 / 312
页数:9
相关论文
共 50 条
  • [1] Early age stresses and debonding in bonded concrete overlays
    Lange, DA
    Shin, HC
    DESIGN AND REHABILITATION OF PAVEMENTS 2001: PAVEMENT DESIGN, MANAGEMENT, AND PERFORMANCE, 2001, (1778): : 174 - 181
  • [2] Interface between an old concrete and a bonded overlay: Debonding mechanism
    Granju, JL
    Sabathier, V
    Turatsinze, A
    Toumi, A
    INTERFACE SCIENCE, 2004, 12 (04) : 381 - 388
  • [3] The influence of curing on restrained shrinkage cracking of bonded concrete overlays
    Beushausen, Hans
    Bester, Nicholas
    CEMENT AND CONCRETE RESEARCH, 2016, 87 : 87 - 96
  • [4] Debonding Mechanism of Bonded Concrete Overlay According to Horizontal Traffic Loading
    Kyu, Kim Young
    Woo, Lee Seung
    8TH RILEM INTERNATIONAL CONFERENCE ON MECHANISMS OF CRACKING AND DEBONDING IN PAVEMENTS, 2016, 13 : 627 - 633
  • [5] Debonding failure of continuously reinforced bonded concrete overlay at early ages
    Kim, Jiyoung
    Hong, Geuntae
    Oh, Sangwoo
    Choi, Seongcheol
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2023, 24 (02)
  • [6] Mechanisms of asphalt cracking and concrete-asphalt debonding in concrete overlay on asphalt pavements
    Mateos, Angel
    Millan, Miguel Angel
    Harvey, John T.
    Paniagua, Fabian
    Wu, Rongzong
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 301
  • [7] Effects of shrinkage and temperature in bonded concrete overlays
    Shin, HC
    Lange, DA
    ACI MATERIALS JOURNAL, 2004, 101 (05) : 358 - 364
  • [9] A parameter study on the age at cracking of bonded concrete overlays subjected to restrained shrinkage
    Hans Beushausen
    Materials and Structures, 2016, 49 : 1905 - 1916
  • [10] Numerical analysis of debonding mechanism in bonded concrete overlay according to horizontal traffic loading
    Kim, Young Kyu
    Lee, Seung Woo
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 131 : 327 - 333