International Journals

[1]
H.M.C.C.Somarathna, S.N.Raman, K.H.Badri, A.A.Mutalib, D.Mohotti, and S.D.Ravana, “Quasi-Static Behavior of Palm-Based Elastomeric Polyurethane: For Strengthening Application of Structures under Impulsive Loadings,” Polymers 2016, pp. 1–1, 2016.
[2]
H.M.C.C.Somarathna, S.N.Raman, A.A.Mutalib, and K.H.Badri, “Elastomeric Polymers for Blast and Ballistic Retrofitting of Structures,” Teknologi, pp. 1–13, 2015.
[3]
H.M.C.C.Somarathna, S.N.Raman, D.Mohotti, A.A.Mutalib, and K.H.Badri, “The use of polyurethane for structural and infrastructural engineering applications: A state-of-the-art review.,” Construction and Building Materials 190, pp. 995–1014, 2018.
[4]
H. M. C. C. Somarathna, S. N. Raman, D. Mohotti, A. A. Mutalib, and K. H. Badri, “Hyperviscoelastic constitutive models for predicting the material behavior of polyurethane under varying strain rates and uniaxial tensile loading,” Construction and Building Materials 236, 2020.
[5]
H. M. C. C. Somarathna, S. N. Raman, D. Mohotti, A. A. Mutalib, and K. H. Badri, “Rate dependent tensile behavior of polyurethane under varying strain rates,” Construction and Building Materials 254, 2020.

International Conference

[1]
S.N.Raman, H.M.C.C.Somarathna, A.A.Mutalib, and K.H.Badri, “Elastomeric Polyurethane for Retrofitting Application of Concrete Structures under Dynamic Loadings,” Sep. 2017.
[2]
H.M.C.C.Somarathna, S.N.Raman, K.H.Badri, M.Abedini, and A.A.Mutalib, “Tensile Behavior of Polyurethane under Low to Intermediate Strain Rates: For Retrofitting Application of Concrete Structures,” Jun. 2016.
[3]
M.Abedini et al., “Residual axial load carrying capacity of reinforced concrete columns subjected to explosion loads,” Jun. 2016.
[4]
H.M.C.C.Somarathna, S.N.Raman, K.H.Badri, and A.A.Mutalib, “Analysis of Strain Rate Dependent Tensile Behaviour of Polyurethanes,” Dec. 2015.
[5]
H.M.C.C.Somarathna, S.N.Raman, K.H.Badri, and A.A.Mutalib, “Tensile Behaviour of Polyurethane under Varying Strain Rates,” Aug. 2015.
[6]
H.M.C.C.Somarathna, S.N.Raman, K.H.Badri, and A.A.Mutalib, “Izod impact and shore D hardness tests of Palm-Based Elastomeric polyurethanes,” Jun. 2015.
[7]
H.M.C.C.Somarathna, S.N.Raman, K.H.Badri, and A.A.Mutalib, “Mechanical Characterization of Polyurethane Elastomer: for Retrofitting Concrete Structures against Blast Effects,” Sep. 2015.
[8]
H.M.C.C.Somarathna, S.N.Raman, K.H.Badri, and A.A.Mutalib, “Tensile and Flexural Behaviours of Palm-Based Elastomeric Polyurethane for Retrofitting Concrete under Blast Loads,” Nov. 2014.
[9]
H.M.C.C.Somarathna, K.A.C.Sampath, K.G.Jayathilaka, A.W.I.H.Ranasinghe, R.U.Halwathura, and A.A.D.A.J.Perera, “Feasibility study on a mud block with straw,” Dec. 2012.
[10]
R.U.Halwatura, V.G.N.P.Jayawardena, and H.M.C.C.Somarathna, “Identification of damages to building structures due to roots of trees,” Dec. 2012.
[11]
S.N.Raman, H.M.C.C.Somarathna, A.A.Mutalib, K.H.Badri, and M.R.Taha, “Bio-based Polyurethane Elastomer for Strengthening Application of Concrete Structures under Dynamic Loadings.,” Apr. 2018.

National Conference

[1]
H.M.C.C. Somarathna and A. A. Mutalib, “Response of Concrete panels retrofitted with Elastomeric Polyurethane Coating under Blast Load,” Feb. 2019.
[2]
S. Sanjith, “Uniaxial Tensile Characteristics of Natural Fiber Composites from Banana Fibre and Thermoplastic Waste,” 2019.
[3]
H. M. C. C. S. H.M.S.C.H. Bandara G. Thushanth, “Feasibility of Concrete containing Recycled concrete aggregates,” 2019.