Anisotropic behavior in the flexural properties of aligned steel fiber UHPC produced by electromagnetic field DOI
Yongming Xiong, Ming Yang, Yan Yuan

и другие.

Journal of Building Engineering, Год журнала: 2024, Номер 94, С. 109854 - 109854

Опубликована: Июнь 5, 2024

Язык: Английский

Mechanical behavior of natural bonding interface in hollow steel-UHPC composite bridge deck DOI
Yang Zou,

Heying Zhou,

Jun Yang

и другие.

Journal of Constructional Steel Research, Год журнала: 2023, Номер 210, С. 108093 - 108093

Опубликована: Июнь 27, 2023

Язык: Английский

Процитировано

13

Experimental and numerical studies on shear behavior of prefabricated bridge deck slabs with compact UHPC wet joint DOI Creative Commons
Hongjie Wang, Zhixiang Zhou, Zhongya Zhang

и другие.

Case Studies in Construction Materials, Год журнала: 2023, Номер 19, С. e02362 - e02362

Опубликована: Авг. 1, 2023

Ultra-high performance concrete (UHPC) as a joint material for precast bridge decks might reduce the width of and improve its connection durability. This study proposes type compact UHPC wet based on mechanical properties force characteristics transverse joints in prefabricated decks. The shear behavior novel was investigated through experimental numerical simulation. In addition, were compared with epoxy joints. results indicated that resistances are comparable to those failure process deck new be divided into three stages: elastic stage, working stage cracks, yield stage. No interface cracks or reinforcement slippage observed throughout loading process, indicating exhibited adequate resistance. ultimate load capacity corresponding mid-span deflection specimens respectively increased by 8.6% 75.0%, when specimens. Finite element analysis reveals transfer range is within 57.1%. Bending due yielding at bottom primary mode both Moreover, stresses applied system have good continuity joint.

Язык: Английский

Процитировано

11

Experimental study on flexural and interfacial shear properties of the steel-UHPC glued composite deck DOI
You Li,

Xiaowan Ma,

Hongyi Li

и другие.

Engineering Structures, Год журнала: 2023, Номер 293, С. 116643 - 116643

Опубликована: Авг. 3, 2023

Язык: Английский

Процитировано

11

Analytic solution of pull-out failure on bond-slip relationship between deformed rebar and ultra-high-performance concrete DOI
Yuming Liu, Yuan Huang

Engineering Structures, Год журнала: 2024, Номер 305, С. 117682 - 117682

Опубликована: Фев. 27, 2024

Язык: Английский

Процитировано

4

Anisotropic behavior in the flexural properties of aligned steel fiber UHPC produced by electromagnetic field DOI
Yongming Xiong, Ming Yang, Yan Yuan

и другие.

Journal of Building Engineering, Год журнала: 2024, Номер 94, С. 109854 - 109854

Опубликована: Июнь 5, 2024

Язык: Английский

Процитировано

4