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On the reliability and the optimal replacement policy of a k-out-of-n system in a discrete shock model
A Novel Fuzzified Markov Chain Approach to Model Monthly River Discharge
PhD Thesis Student (m/f) Deformable colloids under electric field
Finite difference method for biaxial and uniaxial buckling of rectangular silver nanoplates resting on elastic foundations in thermal environments based on surface stress and nonlocal elasticity theories
On the use of reproducing kernel particle finite strip method in the static, stability and free vibration analysis of FG plates with different boundary conditions and diverse internal supports
On the use of reproducing kernel particle finite strip method in the static, stability and free vibration analysis of FG plates with different boundary conditions and diverse internal supports
Mechanical Buckling of Thick Composite Plates Reinforced with Randomly Oriented Straight Single-Walled Carbon Nanotubes Resting on an Elastic Foundation using the Finite Strip Method
Comparison between capabilities of HEC-RAS and MIKE11 hydraulic models in river flood risk modelling (a case study of Sungai Kayu Ara River basin Malaysia)
Selected abstracts & congress presentations:
Surface modified SiO2 nanoparticles by thiamine and ultrasonication synthesis of PCL/SiO2-VB1 NCs: Morphology, thermal, mechanical and bioactivity investigations
Desalination of Caspian Sea water by using graphene oxide-based covalent organic frameworks and HDTMA-modified Iranian natural Zeolite
A high-performance single-electrode triboelectric nanogenerator based on polydimethylsiloxane surface modified using zinc oxide nanotubes: Fabrication and simulation
A high-performance single-electrode triboelectric nanogenerator based on polydimethylsiloxane surface modified using zinc oxide nanotubes: Fabrication and simulation
3D elasticity analytical solution for bending of FG micro/nanoplates resting on elastic foundation using modified couple stress theory
3D elasticity analytical solution for bending of FG micro/nanoplates resting on elastic foundation using modified couple stress theory