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.
