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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Sharma, Rachit / Senthil, K. (2024): Influence of manufactured sand, recycled aggregate, reinforcement ratio and wire mesh on the response of reinforced concrete slabs under impact loading. In: Construction and Building Materials, v. 440 (August 2024).

    https://doi.org/10.1016/j.conbuildmat.2024.137275

  2. Bijalwan, Pranshul / Senthil, K. (2024): Influence of steel slag as partial replacement of coarse aggregate in the fibre reinforced concrete curved beam under static and impact load. In: Structures, v. 67 (September 2024).

    https://doi.org/10.1016/j.istruc.2024.106926

  3. Thakur, Ankur / Senthil, K. (2023): Seismic performance of confined masonry walls with different infill materials: a comparative study. In: Asian Journal of Civil Engineering, v. 25, n. 2 (October 2023).

    https://doi.org/10.1007/s42107-023-00863-3

  4. Tewari, Divyansh / Senthil, K. / Sharma, Ankur (2023): Evaluation of force and dynamic factor on reinforced concrete deck slab through the static and transient dynamic tests. In: Asian Journal of Civil Engineering, v. 24, n. 7 (April 2023).

    https://doi.org/10.1007/s42107-023-00637-x

  5. Sharma, Rachit / Senthil, K. (2023): An investigation on mechanical and microstructural properties of hybrid fiber reinforced concrete with manufactured sand and recycled coarse aggregate. In: Journal of Building Engineering, v. 69 (June 2023).

    https://doi.org/10.1016/j.jobe.2023.106236

  6. Senthil, K. / Satyanarayanan, K. S. / Rupali, S. (2016): Energy absorption of fibrous self compacting reinforced concrete system. In: Advances in Concrete Construction, v. 4, n. 1 (March 2016).

    https://doi.org/10.12989/acc.2016.4.1.037

  7. Thakur, Ankush / Senthil, K. / Singh, A. P. (2022): Experimental investigation on crumb rubber based concrete bricks along with polypropylene and steel fibers. In: Asian Journal of Civil Engineering, v. 23, n. 3 (30 March 2022).

    https://doi.org/10.1007/s42107-022-00428-w

  8. Sharma, Rachit / Senthil, K. (2022): Reviewing on influence of waste materials on structural concrete under impact loading. In: International Journal of Structural Engineering, v. 12, n. 2 ( 2022).

    https://doi.org/10.1504/ijstructe.2022.10043742

  9. Senthil, K. / Sharma, Rachit / Rupali, S. / Thakur, Ankush / Iqbal, M. A. / Gupta, N. K. (2021): Evaluation of superior layer configuration of titanium Ti-6Al-4V and aluminium 2024-T3 against soft projectiles. In: International Journal of Protective Structures, v. 12, n. 4 (July 2021).

    https://doi.org/10.1177/20414196211035789

  10. Senthil, K. / Arockiarajan, A. / Palaninathan, R. (2015): Structural behavior of composite cylindrical splice joint panels under axial compression: Experiments and numerical studies. In: Composite Structures, v. 127 (September 2015).

    https://doi.org/10.1016/j.compstruct.2015.03.044

  11. Senthil, K. / Arockiarajan, A. / Palaninathan, R. / Santhosh, B. / Usha, K. M. (2013): Defects in composite structures: Its effects and prediction methods – A comprehensive review. In: Composite Structures, v. 106 (December 2013).

    https://doi.org/10.1016/j.compstruct.2013.06.008

  12. Senthil, K. / Arockiarajan, A. / Palaninathan, R. / Santhosh, B. / Usha, K. M. (2013): Experimental and numerical studies on adhesively bonded CFRP laminates with closed debonds. In: Composite Structures, v. 95 (January 2013).

    https://doi.org/10.1016/j.compstruct.2012.08.007

  13. Thakur, A. / Senthil, K. / Singh, A. P. / Iqbal, M. A. (2020): Prediction of dynamic amplification factor on clay brick masonry assemblage. In: Structures, v. 27 (October 2020).

    https://doi.org/10.1016/j.istruc.2020.06.009

  14. Senthil, K. / Iqbal, M. A. / Gupta, N. K. (2017): Ballistic resistance of mild steel plates of various thicknesses against 7.62 AP projectiles. In: International Journal of Protective Structures, v. 8, n. 2 (June 2017).

    https://doi.org/10.1177/2041419617700007

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