Results 141 to 150 of about 262 (187)

Experimental verification of integral bridge abutments

, 2013
Muttoni, Aurelio, Dumont, A.-G., Burdet, Olivier, Savvilotidou, Maria, Einpaul, Jürgen, Nguyen, Mai Lan   +5 more
openaire   +1 more source

Orthodontic Space Management in Pediatric Dentistry: A Clinical Review. [PDF]

Cureus
Koaban A, Alotaibi SS, Abu Nakha KM, Bin Huraib S, Alhassan MH, Rubayan AR, Alzahir KZ, Alhamdan LA, Alshehri ZA, Hamza SM, Alqahtani BA.   +10 more
europepmc   +1 more source

Biomolecule-functionalized dental implant surfaces: Towards augmenting soft tissue integration. [PDF]

Bioact Mater
Shineh G, Janghour LM, Xia Y, Shao J, Gulati K, Yeo GC, Akhavan B.   +6 more
europepmc   +1 more source

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Seismic modeling of integral abutment bridges in Illinois

Engineering Structures, 2018
Abstract 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 ...
D.L. Kozak, J.M. LaFave, L.A. Fahnestock
exaly   +2 more sources

Rigidity of abutments in integral abutment bridges

Structure and Infrastructure Engineering, 2011
In 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.
Yasser A. Khodair, Sophia Hassiotis
openaire   +1 more source

Semi Static Loads in an Integral Abutment Bridge

IABSE Reports, 2016
<p>In order to solve the durability problem of expansion joints and bearings, Integral Abutment Bridges (IAB) have become more and more popular. Soil Structure Interaction (SSI) is a factor that conditions the possibility of the construction of a new IAB, or the retrofitting of an existing from a simply supported bridge into an IAB. Under imposed
Munoz M., Briseghella B., Nuti C., Xue J.   +3 more
openaire   +3 more sources

Field Monitoring of Integral Abutment Bridge in Massachusetts

Transportation Research Record: Journal of the Transportation Research Board, 2004
Integral abutment bridges are increasingly being used to eliminate undesirable bridge joint effects on the long-term performance of bridges. Although many states use this type of construction, common design guidelines are lacking, and nonuniform limitations on integral abutment design are imposed by different agencies. Data from the field monitoring of
Civjan, SA, Brena, SF, Butler, DA, Crovo, DS   +3 more
openaire   +2 more sources

Integral Abutment Bridge Behavior: Parametric Analysis of a Massachusetts Bridge

Journal of Bridge Engineering, 2007
Integral abutment bridges are often a preferred bridge type for moderate spans throughout the United States. However, design methods and construction details vary from state to state. Variations between states are noted in the methods employed to accommodate deformations in the piles. The significance of these differences was evaluated through a finite-
Civjan, SA, Bonczar, C, Brena, SF, DeJong, J, Crovo, D   +4 more
openaire   +2 more sources

Nonlinear Analysis of Integral Abutment Bridges

Journal of Structural Engineering, 1986
A state-of-the-art, three-dimensional, nonlinear finite element algorithm is developed and used to study piling stresses and pile-soil interaction in integral abutment bridges. The finite element idealization consists of beam-column elements with geometric and material nonlinearities for the pile, and nonlinear springs for the soil.
Lowell F. Greimann, Pe‐Shen Yang, Amde M. Wolde‐Tinsae   +2 more
openaire   +1 more source

Monitoring of a Swedish Integral Abutment Bridge

Structural Engineering International, 2011
One of the most commonly discussed problems regarding bridges with integral abutments is the influence of longitudinal elongation of the superstructure as a result of seasonal temperature variation...
Hans Pétursson, Peter Collin, Milan Veljkovic, Jörgen Andersson   +3 more
openaire   +1 more source