TY - JOUR
T1 - Influence of fiber type on the tensile behavior of high-strength strain-hardening cement-based composites (SHCC) at elevated temperatures
AU - Curosu, Iurie
AU - Liebscher, Marco
AU - Burk, Sarah
AU - Li, Huanyu
AU - Hempel, Simone
AU - Raak, Norbert
AU - Rohm, Harald
AU - Mechtcherine, Viktor
N1 - Funding Information:
This research was funded by the German Research Foundation (Deutsche Forschungsgemeinschaft, DFG) within the Research Training Group GRK 2250 “Mineral-bonded composites for enhanced structural impact safety”, project number 287321140 . Furthermore, the authors express their acknowledgement to Syed Fasih Mohiuddin for his contribution to specimen preparation and DIC analysis, as well as to Nazaib Ur Rehman and Dominik Junger for performing the microscopic crack analysis. Credit is also given to Kai Uwe Mehlisch, Tilo Günzel and Christian Stahn for their contribution in preparing and performing the mechanical experiments. Furthermore, the authors acknowledge the support of the Institute of Timber Structures of the Technische Universität Dresden, Germany, for providing the stereo DIC system.
Funding Information:
This research was funded by the German Research Foundation (Deutsche Forschungsgemeinschaft, DFG) within the Research Training Group GRK 2250 ?Mineral-bonded composites for enhanced structural impact safety?, project number 287321140. Furthermore, the authors express their acknowledgement to Syed Fasih Mohiuddin for his contribution to specimen preparation and DIC analysis, as well as to Nazaib Ur Rehman and Dominik Junger for performing the microscopic crack analysis. Credit is also given to Kai Uwe Mehlisch, Tilo G?nzel and Christian Stahn for their contribution in preparing and performing the mechanical experiments. Furthermore, the authors acknowledge the support of the Institute of Timber Structures of the Technische Universit?t Dresden, Germany, for providing the stereo DIC system.
Publisher Copyright:
© 2020 The Authors
PY - 2021/1/15
Y1 - 2021/1/15
N2 - The influence of fiber type on the mechanical behavior of high-strength strain-hardening cement-based composites (HS-SHCC) during and after exposure to elevated temperatures of up to 200 °C was investigated. The fibers under investigation were made of ultra-high molecular-weight polyethylene (UHMWPE), para-aramid-copolymer (Aramid) and as as-spun and high-modulus poly(p-phenylen-2,6-benzobisoxazol), i.e., PBO-AS and PBO-HM. Based on the considerably higher thermal stability of Aramid and PBO fibers in comparison to UHMWPE, the effect of elevated temperatures on the tensile behavior of SHCC made with Aramid and PBO was expected to be less pronounced. Nevertheless, the SHCC made with UHMWPE fiber yielded a significantly superior multiple cracking and pre-peak ductility up to 150 °C both during and after thermal exposure. At 105 °C, the SHCC reinforced with UHMWPE fiber yielded only a small reduction in tensile strength and a considerable increase in strain capacity. The composites made with Aramid and PBO fibers yielded a pronounced degradation in tensile strength and strain capacity already at 105 °C and a considerably weaker recovery of ductility when cooled down to the room temperature. At 200 °C all composites except those containing Aramid fiber exhibited no multiple cracking and brittle failure with dramatically reduced tensile strength.
AB - The influence of fiber type on the mechanical behavior of high-strength strain-hardening cement-based composites (HS-SHCC) during and after exposure to elevated temperatures of up to 200 °C was investigated. The fibers under investigation were made of ultra-high molecular-weight polyethylene (UHMWPE), para-aramid-copolymer (Aramid) and as as-spun and high-modulus poly(p-phenylen-2,6-benzobisoxazol), i.e., PBO-AS and PBO-HM. Based on the considerably higher thermal stability of Aramid and PBO fibers in comparison to UHMWPE, the effect of elevated temperatures on the tensile behavior of SHCC made with Aramid and PBO was expected to be less pronounced. Nevertheless, the SHCC made with UHMWPE fiber yielded a significantly superior multiple cracking and pre-peak ductility up to 150 °C both during and after thermal exposure. At 105 °C, the SHCC reinforced with UHMWPE fiber yielded only a small reduction in tensile strength and a considerable increase in strain capacity. The composites made with Aramid and PBO fibers yielded a pronounced degradation in tensile strength and strain capacity already at 105 °C and a considerably weaker recovery of ductility when cooled down to the room temperature. At 200 °C all composites except those containing Aramid fiber exhibited no multiple cracking and brittle failure with dramatically reduced tensile strength.
KW - Aramid
KW - Elevated temperature
KW - Micro-fiber
KW - PBO
KW - SHCC
KW - Tension
KW - UHMWPE
UR - http://www.scopus.com/inward/record.url?scp=85097710312&partnerID=8YFLogxK
U2 - 10.1016/j.matdes.2020.109397
DO - 10.1016/j.matdes.2020.109397
M3 - Journal article
AN - SCOPUS:85097710312
SN - 0264-1275
VL - 198
JO - Materials and Design
JF - Materials and Design
M1 - 109397
ER -