A comparative in vitro analysis of various temporization materials with respect to pulp chamber temperature changes during polymerization. [PDF]
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Evaluation on the behavior of abutment–pile connection in integral abutment bridge
Journal of Constructional Steel Research, 2011Abstract Integral abutment bridges can reduce the amount and cost of construction and maintenance work since they do not have expansion joints and shoes in order to increase stability and durability of the bridges’ system. Integral abutment bridges normally have single-row H-pile systems to resist the behaviors under service loading conditions such ...
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Parametric and pushover analyses on integral abutment bridge
Engineering Structures, 2011Abstract Integral abutment bridges (IABs) are jointless bridges where the girder or the deck is continuous and monolithically connected to the abutments. A usual and important problem in the design of IABs is how to deal with the soil–structure interaction behind the abutments and next to the foundation piles: this can be considered as a fundamental ...
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Seismic modeling of integral abutment bridges in Illinois
Engineering Structures, 2018Abstract Integral abutment bridges (IABs) are a common bridge type used in modern design and construction to prevent damage at the abutment seat from water, dirt, or deicing chemicals penetrating through a compromised expansion joint. Elimination of expansion joints in IABs leads to complex soil-structure-interaction limit states involving the IAB ...
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Rigidity of abutments in integral abutment bridges
Structure and Infrastructure Engineering, 2011In this article, we present the results from a numerical and an experimental analysis of the Scotch Road integral abutment bridge located in Trenton, New Jersey. A three-dimensional, non-linear finite element (FE) model of the bridge has been developed to study the effect of thermal loading on pile–soil interaction.
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