Choi Myoung Sung, Kang Su-Tae, Lee Bang Yeon, Koh Kyeong-Taek, Ryu Gum-Sung
Department of Safety Engineering, Dongguk University-Gyeongju, 123 Dongdae-ro, Gyeongju, Gyeongbuk 38066, Korea.
Department of Civil Engineering, Daegu University, 201 Daegudae-ro, Jillyang, Gyeongsan, Gyeongbuk 38453, Korea.
Materials (Basel). 2016 Oct 13;9(10):829. doi: 10.3390/ma9100829.
In this paper, the post-cracking tensile behavior of Ultra-High Performance Cementitious Composites (UHPCC) was studied and an improved analytical model to predict the behavior depending on the fiber orientation distribution was proposed. Two different casting methods were adopted to estimate the influence of the casting method on the tensile behavior. The direct tensile test results showed that the post-cracking tensile behavior was considerably dependent on the casting method. The influence of the casting method was quantified by image analysis of the fiber distribution. The fiber orientation distribution obtained by image analysis may sometimes include considerable error according to the image resolution, which may cause inaccuracy when predicting the post-cracking tensile behavior based on the fiber orientation distribution. To overcome this dependency, the tensile bridging behavior by the fibers in UHPCC was simulated considering the obtained fiber orientation distribution as well as the number of fibers detected. The post-cracking behavior was then simulated by combining the bridging behavior and tension softening behavior of the matrix. The approach adopted in this study to simulate the post-cracking behavior of UHPCC showed good agreement with the experimental results.
本文研究了超高性能水泥基复合材料(UHPCC)的开裂后拉伸性能,并提出了一种改进的分析模型,该模型可根据纤维取向分布预测其性能。采用两种不同的浇筑方法来评估浇筑方法对拉伸性能的影响。直接拉伸试验结果表明,开裂后拉伸性能在很大程度上取决于浇筑方法。通过对纤维分布进行图像分析来量化浇筑方法的影响。根据图像分辨率,通过图像分析获得的纤维取向分布有时可能包含相当大的误差,这在基于纤维取向分布预测开裂后拉伸性能时可能会导致不准确。为克服这种依赖性,考虑所获得的纤维取向分布以及检测到的纤维数量,模拟了UHPCC中纤维的拉伸桥接行为。然后通过结合桥接行为和基体的拉伸软化行为来模拟开裂后行为。本研究中用于模拟UHPCC开裂后行为的方法与实验结果吻合良好。