Plastic Shrinkage Cracking Prediction in Cement-Based Materials Using Factorial Design

被引:5
|
作者
Rishi, Gupta [1 ]
Nemkumar, Banthia [2 ]
机构
[1] Univ Victoria, Dept Mech Engn, Civil Engn Program, Victoria, BC V8W 2Y2, Canada
[2] Univ British Columbia, Dept Civil Engn, Infrastruct Rehabil, Vancouver, BC V6T 1Z4, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Restrained plastic shrinkage cracking; Factorial design; Cement-based materials; Fiber reinforcement; EARLY-AGE CONCRETE; AUTOGENOUS SHRINKAGE; POLYPROPYLENE FIBER; MODEL; CEMHYD3D; BEHAVIOR; CREEP; PASTE; MORTARS; SCALE;
D O I
10.1061/(ASCE)MT.1943-5533.0001216
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shrinkage cracking is a major issue that affects the durability of concrete structures. Plastic shrinkage of cementitious materials can lead to cracking within 24 h of casting and sets the stage for premature deterioration. Although test techniques exist that can be used to evaluate the plastic shrinkage cracking potential of cement-based materials, mathematical models that predict the influence of various parameters such as water-cement ratio (w/c), aggregate to cement ratio, and the effect of fibers on cracking are not available. This paper presents a model that can be used to predict plastic shrinkage cracking in cement-based materials. The model is developed by using factorial design and utilizes representative data generated with a technique developed by the authors. The effectiveness and limitations of the model in predicting crack areas and width are discussed. The effect of variables such as w/c, sand/cement ratio, fiber dosage, and the interaction between these variables is also presented in this paper. (C) 2014 American Society of Civil Engineers.
引用
收藏
页数:8
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