Skip to main content

Table 1 Specimen design parameters.

From: Flexural Performance of Steel Reinforced ECC-Concrete Composite Beams Subjected to Freeze–Thaw Cycles

Notation

rh

n

Notation

rh

n

Notation

rh

n

Notation

rh

n

BA-0

0

0

BB-0

0.3

0

BC-0

0.6

0

BD-0

1.2

0

BA-50

0

50

BB-50

0.3

50

BC-50

0.6

50

BD-50

1.2

50

BA-100

0

100

BB-100

0.3

100

BC-100

0.6

100

BD-100

1.2

100

BA-150

0

150

BB-150

0.3

150

BC-150

0.6

150

BD-150

1.2

150