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

Dezhi Zhao,

Hexiang Wang, Qingxin Zhao

et al.

Journal of Building Engineering, Journal Year: 2024, Volume and Issue: 91, P. 109567 - 109567

Published: May 9, 2024

Language: 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

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 469, P. 140504 - 140504

Published: Feb. 25, 2025

Language: Английский

Citations

1

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

et al.

Construction and Building Materials, Journal Year: 2023, Volume and Issue: 405, P. 133338 - 133338

Published: Sept. 15, 2023

Language: Английский

Citations

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

et al.

Engineering Structures, Journal Year: 2024, Volume and Issue: 316, P. 118612 - 118612

Published: July 17, 2024

Language: Английский

Citations

6

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

Yaoxin Wei,

Ke Li, Jiajun Fan

et al.

Journal of Building Engineering, Journal Year: 2023, Volume and Issue: 76, P. 107350 - 107350

Published: July 17, 2023

Language: Английский

Citations

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

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 418, P. 135311 - 135311

Published: Feb. 16, 2024

Language: Английский

Citations

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

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 420, P. 135479 - 135479

Published: Feb. 28, 2024

Language: Английский

Citations

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

et al.

Construction and Building Materials, Journal Year: 2024, Volume and Issue: 436, P. 136980 - 136980

Published: June 10, 2024

Language: Английский

Citations

5

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

et al.

Construction and Building Materials, Journal Year: 2023, Volume and Issue: 411, P. 134422 - 134422

Published: Dec. 6, 2023

Language: Английский

Citations

11

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

Jinshan Lei,

Shenghao Zuo

et al.

Engineering Structures, Journal Year: 2024, Volume and Issue: 310, P. 118142 - 118142

Published: May 8, 2024

Language: Английский

Citations

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

et al.

Case Studies in Construction Materials, Journal Year: 2024, Volume and Issue: 20, P. e03355 - e03355

Published: May 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.

Language: Английский

Citations

4