EXPERIMENTAL STUDIES ON STRUCTURAL PERFORMANCE OF SFRCS

机译：SFRCS结构性能的实验研究

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Addition of fibers is effective for enhancing the dispersibility of cracks and controlling the crack width, thereby improving the overall deformation capacity and shear strength of structures. Two kinds of experiments are conducted with the intention of improvement on structural performance of SFRCs. One is an experiment aimed at increasing the fire resistance of concrete by the addition of fibers. The other is an experiment to improve the deformation capacity of piers using concrete containing fibers. Results of these tests are presented.

机译：纤维的添加对于提高裂纹的分散性和控制裂纹宽度是有效的，从而提高了结构的整体变形能力和剪切强度。为了改善SFRC的结构性能，进行了两种实验。一个实验是通过添加纤维来提高混凝土的耐火性。另一个是使用含纤维的混凝土来提高桥墩变形能力的实验。给出了这些测试的结果。

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来源
《RILEM Proceedings PRO 39; RILEM Symposium on Fibre-Reinforced Concretes(FRC) - BEFIB 2004 vol.1; 20040920-22; Varenna(IT)》|2004年|P.679-688|共10页
会议地点 Varenna(IT)
作者
Kenji Kosa; Manabu Ito; Keizo Mizuno;
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作者单位

Kyushu Institute of Technology, Japan;

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会议组织
原文格式 PDF
正文语种 eng
中图分类钢筋混凝土结构;
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2. Structural performance of SFRC slab-on-grade supported on elastic spring system [J] . Lee Chadon, Lee Songhee, Ko Kwunsoo, Magazine of Concrete Research . 2017,第15a16期

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3. Experimental and Numerical Study of Curved SFRC and ECC composite beams with Various Connectors [J] . Zhu Li, Wang Jia-Ji, Li Xuan, Thin-Walled Structures . 2020,第Octa期

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4. EXPERIMENTAL STUDIES ON STRUCTURAL PERFORMANCE OF SFRCS [C] . Kenji Kosa, Manabu Ito, Keizo Mizuno, RILEM Symposium on Fibre-Reinforced Concretes . 2004

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8. Seismic Resistance of Reinforced Concrete Frame Structures Designed Only forGravity Loads. Part 3. Experimental Performance and Analytical Study of a Structural Model [R] . Bracci, J. M., Reinhorn, A. M., Mander, J. B. 1992

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EXPERIMENTAL STUDIES ON STRUCTURAL PERFORMANCE OF SFRCS

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