Refined Vehicle-Bridge Interaction Analysis Using Incompatible Solid Finite Element for Evaluating Stresses and Impact Factors

Table 1

Design material parameters in bridge FE models.

Notation	Parameter	Unit	Design value
EG	Elastic modulus of girders	GPa	34.5
ρG	Mass density of girders	kg/m^3	2549
ED	Elastic modulus of diaphragms	GPa	34.5
ρD	Mass density of diaphragms	kg/m^3	2549
EB	Elastic modulus of barriers	GPa	34.5
ρB	Mass density of barriers	kg/m^3	2549
	Poisson’s ratio of concrete		0.2