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Softened Space Truss Theory Application in the Steel Fiber Reinforced High-Strength Concrete Box GirderSubjected to Pure Torsion

机译：软化空间桁架理论在纯扭转钢纤维高强混凝土箱梁中的应用

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《Annual Conference for Young Scientists of China Association for Science and Technology; 20041120-23; Shanghai(CN)》|2004年|275-281|共7页
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1. Torsional behavior model of steel-fiber-reinforced concrete members modifying fixed-angle softened-truss model [J] . Hyunjin Ju, Deuck Hang Lee, Jin-Ha Hwang, Composites . 2013,第1期

机译：修正固定角软桁架模型的钢纤维混凝土构件的扭转行为模型
2. Steel fiber reinforced RC beams in pure torsion—Load-bearing behavior and modified space truss model [J] . Vincent Oettel Structural concrete: Journal of the FIB . 2023,第1期

机译：纯扭转钢纤维增强RC梁—承载行为和改进的空间桁架模型
3. Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion [J] . Zhang H., Zhao Q., Xiao F.Chen Y.Yang X. Engineering structures . 2024,第1期
4. Softened Space Truss Theory Application in the Steel Fiber Reinforced High-Strength Concrete Box Girder Subjected to Pure Torsion [C] . ZHU Mingqiao, FANG Zhi, CHENG Huoyan, Annual Conference for Young Scientists of China Association for Science and Technology; 20041102-05; Shanghai(CN) . 2004

机译：软化空间桁架理论在纯扭转钢纤维高强混凝土箱梁中的应用
5. Bond strength of deformed reinforcing bars in plain high-strength concrete and high-strength steel fibre-reinforced concrete. [D] . Berube, Frederic-Simon. 2003

机译：普通高强度混凝土和高强度钢纤维增强混凝土中变形钢筋的粘结强度。

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