This book explores the fundamentals of the elastic behaviour of erected
precast segmental box girders (SBG) when subjected to static load, as
well as the construction process (casting and erection work) involved.
It analyzes and compares the experimental results with those obtained
using the finite element method and theoretical calculations. A
short-term deflection analysis for different loads is obtained by
determining the maximum deflection, stress and strain value of single
span precast SBG under a variety of transversal slope. The outcome of
this work provides a better understanding of the behaviour of precast
SBG in terms of structural responses as well as defects, so that
maintenance work can then be focused on the critical section at mid span
area specifically for the bridge project longitudinally and
transversely. The book is of interest to industry professionals involved
in conducting static load tests on bridges, and all researchers,
designers, and engineers seeking to validate experimental work with
numerical and analytical approaches.