2018
DOI: 10.1016/j.conbuildmat.2018.02.136
|View full text |Cite
|
Sign up to set email alerts
|

Direct tensile responses of aramid fiber reinforced cementitious composites and textile reinforced cementitious composites with 3D spacer fabric at high strain rates

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
4
1

Citation Types

0
12
0

Year Published

2020
2020
2023
2023

Publication Types

Select...
7
1

Relationship

0
8

Authors

Journals

citations
Cited by 16 publications
(12 citation statements)
references
References 30 publications
0
12
0
Order By: Relevance
“…where, A ij is the area of Voronoi facet; h ij is the distance between centroid nodes of the connected Voronoi facet, i and j; a 1 and a 2 are parameters used to represent the relationship between elastic modulus E and Poisson ratio � [30]; for cementitious composites, a 1 ¼ 0.32, a 2 ¼ 1.56. The stiffness of rotational springs is expressed by equation (2). where, J p is the polar moment of inertia of the facet area; and I 22 and I 11 are the two principal moments of inertia of the facet area.…”
Section: Lattice Model Of Cement-based Matrixmentioning
confidence: 99%
See 1 more Smart Citation
“…where, A ij is the area of Voronoi facet; h ij is the distance between centroid nodes of the connected Voronoi facet, i and j; a 1 and a 2 are parameters used to represent the relationship between elastic modulus E and Poisson ratio � [30]; for cementitious composites, a 1 ¼ 0.32, a 2 ¼ 1.56. The stiffness of rotational springs is expressed by equation (2). where, J p is the polar moment of inertia of the facet area; and I 22 and I 11 are the two principal moments of inertia of the facet area.…”
Section: Lattice Model Of Cement-based Matrixmentioning
confidence: 99%
“…Textile reinforced cementitious composites (TRC) has various outstanding properties such as larger load-bearing capacity, excellent ductility, thinner thickness, light-weight of components, resistance to corrosion and no magnetic disturbances [1][2][3][4][5]. Textile as reinforcement can significantly improve tensile strength of cementbased material.…”
Section: Introductionmentioning
confidence: 99%
“…As the reinforcement of the composites, aramid fiber (AF) can be widely used in aerospace, military, electrical, construction, automotive, sporting goods and other fields owing to the characteristics of light weight, high strength, high modulus and excellent temperature resistance. 14 However, due to the smooth surface and lack of active groups, the interfacial adhesion between fiber and matrix of the AF reinforced composites was poor, which limits the applications of the final products. 5,6 The interface of the fiber-reinforced composites acts as the bridge for stress transferring, which is essential for achieving the excellent mechanical properties.…”
Section: Introductionmentioning
confidence: 99%
“…Several pieces of research recommended Aramid as a suitable material for concrete elements to increase its capacity under quasistatic loading [16,17]. Besides, Kim et al [18] tested macro-aramid-fibre-reinforced cementitious composites (AR-FRCCs) as well as textile-reinforced cementitious composites with a 3D spacer fabric at high strain rates. Kim et al noted that even though the 3D-TRCCs produced a higher energy absorption capacity than the AR-FRCCs, the energy absorption capacity of the 3D-TRCCs decreased at strain rates higher than 100 s −1 [18].…”
Section: Introductionmentioning
confidence: 99%
“…Besides, Kim et al [18] tested macro-aramid-fibre-reinforced cementitious composites (AR-FRCCs) as well as textile-reinforced cementitious composites with a 3D spacer fabric at high strain rates. Kim et al noted that even though the 3D-TRCCs produced a higher energy absorption capacity than the AR-FRCCs, the energy absorption capacity of the 3D-TRCCs decreased at strain rates higher than 100 s −1 [18]. The main idea behind the application of the fabrics is, firstly, to reinforce the distal face of the target to increase the tensile capacity and, secondly, to reinforce the proximal face of the plate to decrease the spalling from the compaction of the material during the impact.…”
Section: Introductionmentioning
confidence: 99%