Performance Analysis and Optimization of Dowels in Jointed Concrete   Floors
  This study examines the performance of traditional round dowels in concrete floors and attempts to optimize the design of dowels through Finite Element (FE) analysis. A new type of Double-Tapered Round (DTR) dowels is proposed, and the performance of DTR dowels is compared to that of traditional cylindrical dowels. Linear Elastic (LE) analysis are performed in Abaqus (v-6.11) order to identify the optimized geometry of DTR dowels that would achieve (1) highest load transfer across adjacent slabs through shear action, and (2) lowest bearing stresses on the concrete. LE analyses are complemented by nonlinear FE analysis. The Riks method available in Abaqus/Standard, coupled with the Concrete Damaged Plasticity (CDP) model is used to simulate the degradation of concrete surrounding both DTR the traditional cylindrical dowels. Results obtained show that the use of DTR dowels can reduce bearing stresses at the face of the joint by as much 2.2 times as compared to traditional cylindrical dowels. While adequate load-transfer is a crucial part for the proper performance pavement structures, the load-transfer capacity of DTR dowels was more effective over cylindrical dowels by as far as 116%. In the inelastic range, even after significant concrete degradation and steel yielding, DTR dowels maintained a higher load-transfer capacity than traditional cylindrical dowels, and also presented lower amounts of differential deflections across concrete floors. Finally, damage in the concrete matrix below the dowel was relatively more confined for the case of DTR dowels, as compared to traditional cylindrical dowels. 
Ziad Ghauch
physics.gen-ph