P. Alagusundaramoorthy

TL;DR: Their resistance to electrochemical corrosion, high strength-to-weight ratio, larger creep strain, fatigue resistance, and nonmagnetic and nonmetallic properties make carbon fiber reinforced polym...

TL;DR: In this paper, the authors evaluated the force-deformation responses of composite bridge deck panels under AASHTO MS 22.5 (HS25) truck wheel load and up to failure.

TL;DR: In this paper, the effect of increase in the size of rectangular opening along the loading direction on the ultimate strength is determined using nonlinear finite element analysis using a general purpose finite element software ANSYS.

TL;DR: The behavior of precast concrete sandwich panels consisting of two thin R/C layers separated by an expanded polystyrene core is examined through experiments on prototype panels subjected to four-point bending, for different values of panel thickness and mesh size, with/without either shear-resistant ribs or conventional steel rebars (besides the wire mesh) in the bottom wythe as mentioned in this paper.

TL;DR: In this article, the performance of precast insulated concrete sandwich panels (CSPs) under through-thickness shear loading was investigated. But, the authors focused on the effect of the major parameters on the failure mode, through-THI strength, load vs relative displacement (between top and bottom wythes) behavior and load vs strain behavior of the CSPs.