Strengthening the fiber-cement matrix interface by introducing functional groups on fiber surface DOI

Dezhi Zhao,

Hexiang Wang, Qingxin Zhao

и другие.

Journal of Building Engineering, Год журнала: 2024, Номер 91, С. 109567 - 109567

Опубликована: Май 9, 2024

Язык: Английский

Mechanical properties and flexural toughness evaluation method of steel fiber reinforced concrete after exposure to elevated temperatures DOI
Jun Zhao, Jiashu Wang, Xiaopeng Li

и другие.

Construction and Building Materials, Год журнала: 2025, Номер 469, С. 140504 - 140504

Опубликована: Фев. 25, 2025

Язык: Английский

Процитировано

1

Effect of coarse aggregate on printability and mechanical properties of 3D printed concrete DOI
Yi Liu, Wang Li, Qiang Yuan

и другие.

Construction and Building Materials, Год журнала: 2023, Номер 405, С. 133338 - 133338

Опубликована: Сен. 15, 2023

Язык: Английский

Процитировано

16

The effect of strain lag for the flexural enhancement of RC beams strengthened by HMRE under secondary load DOI

Yaoxin Wei,

Ke Li,

Chaoyang Xu

и другие.

Engineering Structures, Год журнала: 2024, Номер 316, С. 118612 - 118612

Опубликована: Июль 17, 2024

Язык: Английский

Процитировано

6

Seismic performance of RC columns strengthened with HSSSWR meshes reinforced ECC under high axial compression ratio DOI

Yaoxin Wei,

Ke Li, Jiajun Fan

и другие.

Journal of Building Engineering, Год журнала: 2023, Номер 76, С. 107350 - 107350

Опубликована: Июль 17, 2023

Язык: Английский

Процитировано

13

A comparative study on the pullout behavior of hooked-end straight and arc-shaped steel fibers from brittle SIFCON matrices under the influence of adjacent fibers DOI

Yabiao Li,

Fengshan Liu, Hedong Li

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 418, С. 135311 - 135311

Опубликована: Фев. 16, 2024

Язык: Английский

Процитировано

5

Pullout behavior of single arc-shaped steel fiber from brittle SIFCON matrix with various embedment lengths and inclination angles DOI

Yabiao Li,

Fengshan Liu, Hedong Li

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 420, С. 135479 - 135479

Опубликована: Фев. 28, 2024

Язык: Английский

Процитировано

5

Mechanism of concrete damage under the coupled action of freeze-thaw cycle and low-stress impact fatigue load:From pore structure to energy dissipation DOI
Yanqun Xu, Qiang Yuan, Geert De Schutter

и другие.

Construction and Building Materials, Год журнала: 2024, Номер 436, С. 136980 - 136980

Опубликована: Июнь 10, 2024

Язык: Английский

Процитировано

5

Insights into factors influencing coal gangue-filled backfill cemented by self-consolidating alkali-activated slag grouts DOI
Jiaxu Jin, Mingxu Li, Tao Liu

и другие.

Construction and Building Materials, Год журнала: 2023, Номер 411, С. 134422 - 134422

Опубликована: Дек. 6, 2023

Язык: Английский

Процитировано

11

Early-age thermo-hydro-mechanical properties of reinforced concrete bridge piers on the plateau DOI
Kai Zhang,

Jinshan Lei,

Shenghao Zuo

и другие.

Engineering Structures, Год журнала: 2024, Номер 310, С. 118142 - 118142

Опубликована: Май 8, 2024

Язык: Английский

Процитировано

4

An investigation on the application of acrylic resin agent for fiber/matrix bond strengthening in green engineered cementitious composites (ECC) DOI Creative Commons
Nima Shahni Karamzadeh, Hamid Reza Karimi,

Ehsan Khedri

и другие.

Case Studies in Construction Materials, Год журнала: 2024, Номер 20, С. e03355 - e03355

Опубликована: Май 29, 2024

Green cementitious materials are usually developed by the addition of high volumes mineral fillers. However, minerals can result in reduction mechanical strength. ECCs obtain their superior behavior from a volume fraction fibers. In ECCs, matrix's strength and bond between fibers matrix is critical parameter, if it becomes weak, whole composite weak or may pull out matrix. this study on green to increase also fiber/matrix bonding, acrylic resin used 4 contents (e.g., 0, 2, 4, 6% weight). The tests performed ECC plain cement paste (PCP) included tensile, compressive, flexural. results show that increases tensile strength, about 2.0 MPa, up 20%, compressive increased 88 MPa 100 MPa. Due ductility, energy-based indexes more significantly. Acrylic optimum content was measured as 1.5 2.7% (by trends effective for because, enhancing bonding fiber. Seeking relationship results, nonlinear regression used, governing equations were presented. Also, using model, parameters predicted successfully input parameters.

Язык: Английский

Процитировано

4