Abstract:
Understanding and investigating the drying shrinkage behaviour of concrete is of paramount
importance for maintaining the overall performance and long-term durability of concrete
structures. The occurrence of shrinkage-induced cracking can result in aesthetic concerns and
functional limitations. Drying shrinkage is influenced by multiple factors, among them the type
of cement plays a major role in governing the drying shrinkage behaviour. Therefore,
investigating the drying shrinkage behaviour of concrete with a specific focus on composite
cement becomes crucial. This study investigates the drying shrinkage behaviour of grade 30
concrete made out of two different cement types, Ordinary Portland Cement (OPC) and fly ash
blended cement and checks the validity of the shrinkage model specified in Euro Code 2 (EC2)
for local materials and conditions. To obtain the grade 30 mix proportions, a BRE mix design
was carried out. Slump tests and compressive strength tests were done to check the suitability
of the concrete mix. The required slump through the mix was 100 mm and the obtained slump
value was also in the range of 100±25 mm. From each cement type, 3 cubes were prepared and
tested after 7 days and 28 days. The measured average 28 days compressive strength of OPC
and fly ash blended cement contained concrete was 40.5 MPa and 47.2 MPa respectively. For
the drying shrinkage test, moulds with 75 mm × 75 mm × 280 mm were used. After curing for
3 days and 7 days all the specimens were dried in normal room temperature and relative
humidity conditions. A laser transducer was used to obtain the shrinkage values each day after
letting them dry. Drying was continued up to about 45 days.
According to the obtained results, corresponding drying shrinkage in concrete with fly ash
blended cement showed low values compared to that of concrete containing 100% OPC in both
3 days and 7 days of cured samples. In the first 15 days, it showed little difference between the
two cement types, but when the days continued the difference became higher. Therefore, by
incorporating fly ash blended cement in concrete mixes, low values for drying shrinkage can
be obtained. When the effect of curing is considered, the 7 days of cured samples showed lower
values for drying shrinkage than 3 days of cured samples, despite the type of cement used in
concrete. When comparing the values obtained from the drying shrinkage equation in EC2 with
experimental values, up to about 17 days equation values underestimated the drying shrinkage
in concrete and after 17 days equation values tend to overestimate the drying shrinkage in
concrete. Since the EC2 equation is not applicable under local scenarios, suitable modifications
need to be done for the equations before using it.
