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Architecture & Urban Research Institute

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Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸ|IJCSM 2024³â 12¿ù

³í¹®¸í Strain Softening of High-Performance Fiber-Reinforced Cementitious Composites in Uniaxial Compression
ÀúÀÚ¸í (Seung-Hee Kwon) ; (Jung-Soo Lee) ; (Kyungtaek Koh) ; (Hyeong-Ki Kim)
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¼ö·Ï»çÇ× IJCSM, Vol.18 No.7 (2024-12)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(1395) ÃÑÆäÀÌÁö(15)
ISSN 1976-0485
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ÁÖÁ¦¾î ; High-performance fiber-reinforced cementitious composite (HPFRCC); Compression; Snapback; Size effect; Feedback control; Nonlinear model
¿ä¾à2 This study investigates the strain softening behavior of high-performance fiber-reinforced cementitious composites (HPFRCCs) under uniaxial compression. HPFRCC mixtures with different compressive strengths ranged from 120 to 170 MPa were prepared. The measurement method of feedback control on loading rate based transverse displacement was applied. Stress-strain and stress-inelastic displacement curves were plotted and analyzed with the results in the literature. It was found that the post-peak energy absorption of HPFRCC considering inelastic deformation was about 3-7 times higher than conventional concrete. Based on the experimental results in the present work, fitting models on post-peak stress-strain/-displacement curves were considering for different aspect ratios proposed.
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DOI https://doi.org/10.1186/s40069-023-00658-5