Corrosion Deterioration of Steel in Cracked SHCC

International Journal of Concrete Structures and Materials

Table 1 Amount of materials (kg/m³) used in this research.

Type	Id^a	Cement^b	Fly-ash	Sand^c	Water	Fibre (%)	SP	VMA	AEA
FS-SHCC	FS2	392 (42.5)	674	553	392	2.01	1.99	0.54	0.54
FS-SHCC	FS31 & FS32	392 (52.5)	674	553	392	2.01	1.99	0.54	0.54
CS-SHCC	CS2	392 (42.5)	674	553	392	2.01	1.99	0.54	0.54
FS-Mortar	FM1	401 (42.5)	688	565	401	–	–	1.0	–
FS-Mortar	FM2	401 (52.5)	688	565	401	–	–	1.0	–
CS-Mortar	CM1	401 (42.5)	688	565	401	–	–	1.0	–

^aThese Id numbers are used in the text and graphs to introduce the different SHCC and mortar types used in this research work.
^bCEM I 41.5 and 52.5 cement types are indicated between brackets.
^cThe maximum sand particle sizes are 0.30 mm in find sand and 1.70 mm in coarse sand.
SP super plasticizer, VMA viscosity modifying agent, AEA air entraining agent.