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TECHNICAL PAPER
reversed cyclic and earthquake excitation were the different type 6. In the structural behavior of ECC elements, columns have
of tests carried out. The parameters such as longitudinal and received less attention which has to be increased.
transverse reinforcement ratios, ECC material properties and 7. In the field of structural strengthening, the contribution
the axial load level were evaluated. The study concluded that of ECC in shear and torsion were not studied much which
the ECC specimen showed enhanced stiffness, lateral load and should be given attention.
ductility compared to concrete specimens.
8. The behavior of prestressed and precast ECC beams have
Liang and Lu investigated the beam–column–slab yet to be studied.
[99]
subassemblies with ECC in expected damage positions and
with different column-to-beam flexural strength ratios. The study 9. The fire resistant behavior of reinforced ECC elements has
reported that ECC beam–column–slab subassemblies showed to be studied.
enhanced load carrying capacity, ultimate drift and energy 10. In addition, considering ECC as a repair material specific
dissipation than RC beam–column sub-assemblage. NDT techniques need to be developed.
Lee et al. [100] investigated the beam–column sub-assemblage
with ECC joint subject to horizontal cyclic loads at the column ACKNOWLEDGEMENT
top and compared with RC beam–column sub-assemblage with This paper is the part of the author’s Ph. D. study enrolled at
concrete joint. The study concluded that the behavior of joint National Institute of Technology Puducherry, India which is being
changed from brittle to ductile behavior due to the use of ECC supervised by corresponding author.
joints. Compared to concrete specimens, the ECC specimens
showed enhanced damage tolerance, with limited shear REFERENCES
distortion and multiple fine cracks in the joints, even without the
transverse reinforcement in the joint. 1. Li, V.C., and Leung, C. K. Y. (1992). “Steady state and
mutiple cracking of short random fiber composites”. ASCE
10. CONCLUDING REMARKS AND FUTURE Journal of Engineering Mechanics, 118(11), 2246-2264.
SCOPE 2. Kanda, T., and Li, V. C. (1999). “New micromechanics
design theory for pseudo strain-hardening cementitious
A review of structural behavior of ECC members are presented composites”. ASCE Journal of Engineering Mechanics,
thoroughly in this paper. From the review, the following 125(4), 373-381.
conclusions can be drawn -
3. Li, V.C. (1993). “From Micromechanics to Structural
1. The presence of ECC in structural member enhances Engineering - The Design of Cementitious Composites for
the load carrying capacity, ductility, energy dissipation Civil Engineering Applications”. J. Struct. Mech. Earthq.
capacity, cracking behavior and failure mode in flexural, Eng., Japan Society of Civil Engineers, 10, 37–48.
shear and seismic structural elements. 4. Li, V.C. (1998). “Engineered Cementitious Composites
(ECC) – Tailored Composites Through Micromechanical
2. ECC also reduces the use of flexural and shear Modeling”. In Fiber Reinforced Concrete: Present and the
reinforcement in structural elements. Future, 64-97.
3. Under excessive loading conditions, ECC members exhibit 5. Yu, J., and Leung, C.K.Y. (2017). “Strength Improvement of
numerous micro crack with reduced width and spacing. Strain-Hardening Cementitious Composites with Ultrahigh-
Finally, it eliminates the critical structural failures such as Volume Fly Ash”. Journal of Materials in Civil Engineering,
crushing, spalling and delamination. 29, 05017003.
4. Structures with performance requirements associated 6. Chen, Y., Yu, J., and Leung, C. K. (2018). “Use of high
with large energy absorption, high impact resistance, Strength Strain-hardening Cementitious Composites for
large imposed deformation, crack width control and large Flexural Repair of Concrete Structures with Significant
damage tolerance have been studied less, which need to Steel Corrosion”. Construction and Building Materials,
be increased for potential applications. 167, 325-337.
7. Jun, P., and Mechtcherine, V. (2010). “Behaviour of strain-
5. Structures made of ECC in conjunction with FRP have hardening cement-based composites (SHCC) under
shown ultra-high strength and ductility properties. monotonic and cyclic tensile loading: part 1–experimental
However, the number of studies are minimum which have investigations”. Cement and Concrete Composites, 32(10),
to be increased for high performance applications. 801-809.
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