- XU Biwan
XU Biwan
Key Laboratory of Advanced Civil Engineering Materials of the Ministry of Education, Tongji University, Shanghai 20092, China;Department of Civil and Environmental Engineering,University of California, Los Angeles, CA90095
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Search for this author on this site - SHI Huisheng
SHI Huisheng
Key Laboratory of Advanced Civil Engineering Materials of the Ministry of Education, Tongji University, Shanghai 20092, China
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Search for this author on this site - JU Jiannwen Woody
JU Jiannwen Woody
Department of Civil and Environmental Engineering,University of California, Los Angeles, CA90095
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Due to the unique geometry of hooked end steel fiber(HSF),frictional pullout energy of HSF and plastic deformation energy of steel fiber hooked end during fiber pullout process were theoretically derived,respectively.Then,energy superposition principle was adopted to calculate the total energy consumption during HSF pullout process.Good performances that were obtained in comparison with experimental results of single HSF pullout test well support the validity and accuracy of this proposed model,which indicate applicability of this model to a further prediction of fracture energy of hooked end steel fiber reinforced cementitious composites (HSFRCC).
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XU Biwan, SHI Huisheng, JU Jiannwen Woody. Modeling Pullout Energy of Hooked End Steel Fiber in Cementitious Matrices[J].同济大学学报(自然科学版),2010,38(8):1194~1199
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History
- Received:May 07,2009
- Revised:May 20,2010
- Adopted:July 09,2009
- Online: August 24,2010
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