Influence of Specimen Width on Crack Propagation Process in Lightly Reinforced Concrete Beams

被引：0
|
作者：
Wang, Hongwei [1 ,2 ]
Jin, Hui [1 ]
Wu, Zhimin [1 ]
Zou, Baoping [1 ]
Zhang, Wang [3 ]
机构：
[1] School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou,310023, China
[2] State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing,100084, China
[3] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian,116024, China
来源：
Materials | 2024年 / 17卷 / 22期
关键词：
Compendex;
D O I：
10.3390/ma17225586
中图分类号：
学科分类号：
摘要：
Concrete beams and girders - Crack propagation - Crack tips - Fracture toughness - Hydroelasticity - Slip forming - Stress analysis - Stress intensity factors
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