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Table 1 Tensile test results of TRM specimens in this study.

From: Tensile Properties of Carbon Fiber-Textile Reinforced Mortar (TRM) Characterized by Different Anchorage Methods

Specimen

Initial stiffness

Cracking strength

Cracking strain

Elastic modulus of cracked stage

Peak strength

Ultimate strain

ffu/fft

Failure mode

E (GPa)

COV

fft (MPa)

COV

ε ft

COV

Ef (GPa)

COV

ffu (MPa)

COV

ε fu

COV

BASE

7211.1

0.029

838.8

0.174

0.00012

0.184

39.2a

–

846.0a

–

0.0044

0.016

1.01

C

SPREAD

2216.4

0.045

891.7

0.0035

0.00040

0.054

155.3

0.329

1580.7

0.0039

0.0059

0.192

1.77

A or B

TAB

7451.4

1.051

976.7

0.153

0.00027

0.987

106.4

0.469

1501.1

0.173

0.0055

0.740

1.54

A or B

REBAR

1545.6

0.037

864.3

0.104

0.00059

0.072

8.6

1.003

987.6

0.0281

0.01

0

1.14

C

L_COAT

10596.2a

–

1602.5a

–

0.00015a

–

19.1a

–

1646.0a

–

0.0021a

–

1.02

A or B

SL_COAT

3609.3

0.080

1393.2

0.118

0.00039

0.018

120.5

0.912

1673.9

0.035

0.0035

0.323

1.20

A or B

  1. aTest results obtained from only one test specimen.