Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution

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 in...

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Main Authors: Myoung Sung Choi, Su-Tae Kang, Bang Yeon Lee, Kyeong-Taek Koh, Gum-Sung Ryu
Format: Article
Language:English
Published: MDPI AG 2016-10-01
Series:Materials
Subjects:
Online Access:http://www.mdpi.com/1996-1944/9/10/829
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author Myoung Sung Choi
Su-Tae Kang
Bang Yeon Lee
Kyeong-Taek Koh
Gum-Sung Ryu
author_facet Myoung Sung Choi
Su-Tae Kang
Bang Yeon Lee
Kyeong-Taek Koh
Gum-Sung Ryu
author_sort Myoung Sung Choi
collection DOAJ
description 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.
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spelling doaj.art-c55611edc9764efd89f7d43e9f7d7e2d2022-12-22T03:55:39ZengMDPI AGMaterials1996-19442016-10-0191082910.3390/ma9100829ma9100829Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation DistributionMyoung Sung Choi0Su-Tae Kang1Bang Yeon Lee2Kyeong-Taek Koh3Gum-Sung Ryu4Department of Safety Engineering, Dongguk University-Gyeongju, 123 Dongdae-ro, Gyeongju, Gyeongbuk 38066, KoreaDepartment of Civil Engineering, Daegu University, 201 Daegudae-ro, Jillyang, Gyeongsan, Gyeongbuk 38453, KoreaSchool of Architecture, Chonnam National University, 77 Yongbong-ro, Buk-gu, Gwangju 61186, KoreaStructural Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-Ro, Ilsanseo-Gu, Goyang, Gyeonggi 10223, KoreaStructural Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-Ro, Ilsanseo-Gu, Goyang, Gyeonggi 10223, KoreaIn 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.http://www.mdpi.com/1996-1944/9/10/829post-cracking behaviorfiber reinforcementUHPCCfiber orientationbridging
spellingShingle Myoung Sung Choi
Su-Tae Kang
Bang Yeon Lee
Kyeong-Taek Koh
Gum-Sung Ryu
Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution
Materials
post-cracking behavior
fiber reinforcement
UHPCC
fiber orientation
bridging
title Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution
title_full Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution
title_fullStr Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution
title_full_unstemmed Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution
title_short Improvement in Predicting the Post-Cracking Tensile Behavior of Ultra-High Performance Cementitious Composites Based on Fiber Orientation Distribution
title_sort improvement in predicting the post cracking tensile behavior of ultra high performance cementitious composites based on fiber orientation distribution
topic post-cracking behavior
fiber reinforcement
UHPCC
fiber orientation
bridging
url http://www.mdpi.com/1996-1944/9/10/829
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