Page 22 - Open-Access-June-2020
P. 22

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.


                                                                               The IndIan ConCreTe Journal | June 2020  23
   17   18   19   20   21   22   23   24   25   26   27