Cited by Anisotropic behavior in the flexural properties of aligned steel fiber UHPC produced by electromagnetic field

Prediction of shear strength in UHPC beams using machine learning-based models and SHAP interpretation DOI

Meng Ye, Lifeng Li, Doo‐Yeol Yoo

и другие.

Construction and Building Materials, Год журнала: 2023, Номер 408, С. 133752 - 133752

Опубликована: Окт. 14, 2023

Язык: Английский

Процитировано

Effect of vehicle-induced vibration on the strength, nano-mechanical properties, and microstructural characteristics of ultra-high-performance concrete during hardening process DOI

Jingchen Leng,

Jun Yang, Zhongya Zhang

и другие.

Cement and Concrete Composites, Год журнала: 2024, Номер 148, С. 105487 - 105487

Опубликована: Фев. 22, 2024

Язык: Английский

Процитировано

The influence of basalt fiber on the mechanical performance of concrete-filled steel tube short columns under axial compression DOI

Xinzhong Wang,

Linshu Li,

Xiang Yi

и другие.

Frontiers in Materials, Год журнала: 2024, Номер 10

Опубликована: Фев. 6, 2024

With rapid economic and social development, both concrete-filled steel tube (CFST) composite structures basalt fiber (BF) have been widely applied in the field of civil engineering. To investigate laws characteristics influence chopped BF on mechanical properties CFST columns further promote application structures, axial compressive bearing capacity test 18 short was carried out, different lengths their structural analyzed. The results were compared with theoretical calculation finite element analysis to verify reasonableness results. reveal that column after adding is significantly improved ordinary column, which ductility coefficient are increased by approximately 8.1% 31.6%, respectively, average. In addition, changing length has less effect columns, rate increase decreases an ratio CFST, increases ratio.

Язык: Английский

Процитировано

Review on physical and chemical activation strategies for ultra-high performance concrete (UHPC) DOI

Xin Su,

Zhigang Ren,

Peipeng Li

и другие.

Cement and Concrete Composites, Год журнала: 2024, Номер 149, С. 105519 - 105519

Опубликована: Март 27, 2024

Язык: Английский

Процитировано

Macro-micro investigation on the coefficient of friction on the interface between steel and cast-in-place UHPC DOI

Yongguang Li,

Heying Zhou,

Zhongya Zhang

и другие.

Engineering Structures, Год журнала: 2024, Номер 318, С. 118769 - 118769

Опубликована: Авг. 14, 2024

Язык: Английский

Процитировано

Bond performance of CFRP bars embedded in UHPFRC incorporating orientation and content of steel fibers DOI

Lu Ke,

Longming Liang,

Feng Zheng

и другие.

Journal of Building Engineering, Год журнала: 2023, Номер 73, С. 106827 - 106827

Опубликована: Май 16, 2023

Язык: Английский

Процитировано

In-situ evaluation on existing RC beam strengthened with GFRP-reinforced UHPC overlay DOI

Rui Chen, Zhongya Zhang, Yang Zou

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 429, С. 136363 - 136363

Опубликована: Апрель 30, 2024

Язык: Английский

Процитировано

Shear failure of stud-UHPC composite connection affected by interface friction DOI

Xuhui Zhang,

Long Cheng,

Xing Long Zhou

и другие.

Engineering Failure Analysis, Год журнала: 2024, Номер 159, С. 108106 - 108106

Опубликована: Фев. 10, 2024

Язык: Английский

Процитировано

Mesoscopic shear behavior and strength characteristic of UHPC-NC interface considering the combined effect of mechanical interlocking and dowel action DOI

Jun Yang,

Junrun Xia,

Zhongya Zhang

и другие.

Engineering Fracture Mechanics, Год журнала: 2024, Номер 307, С. 110306 - 110306

Опубликована: Июль 18, 2024

Язык: Английский

Процитировано

Reducing the cracking potential of ultra-high-performance concrete (UHPC) with the prewet expansive agent DOI

Jiang Du, Xiao Tan, Yuhuan Wang

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 431, С. 136597 - 136597

Опубликована: Май 14, 2024

Язык: Английский

Процитировано