Precast Concrete Segmental Bridge Piers under Ship Impact

2016 ◽  
Vol 106 (6) ◽  
pp. 683-690 ◽  
Author(s):  
Hai FANG ◽  
Lu ZHU ◽  
Francis T.K AU
Author(s):  
Tobias Huber ◽  
Stephan Fasching ◽  
Johann Kollegger

<p>Segmental bridge construction combines the advantages of prefabrication, for example the reduction of construction time and very high product quality, with those of common bridge erecting methods. Short precast segments are assembled and prestressed to form the complete superstructure. New methods divide these segments into prefabricated elements to create new lighter versions of the segments. For this to work, new joint types must be developed which can ensure the force transfer between the segments. In this paper, several methods, including a new concept for joining thin-walled pre-fabricated elements, are described. Push-off tests with a constant lateral force were carried out to assess the shear strength and deformation behaviour. The main parameters were the joint type (wet joints: plain, grooved, keyed; dry joints), the mortar type, and the level of lateral force. In this paper, the test results are presented and recalculations with a design code are shown.</p>


2015 ◽  
Vol 100 ◽  
pp. 178-188 ◽  
Author(s):  
Do Hak Kim ◽  
Do Young Moon ◽  
Moon Kyum Kim ◽  
Goangseup Zi ◽  
Hwasung Roh

Author(s):  
Eugene C. Figg

Many important qualities must be considered for the proper aesthetic design of bridges to develop harmony with their environment. Methodologies for segmental bridge design that create bridges that preserve the existing landscapes and complement, and even enhance, their settings are examined. Bridges considered have received 123 design awards in the past 21 years, including 3 Presidential Awards through the National Endowment for the Arts. Proper scale and proportions of various bridge members to create balanced and slender appearances are quantified, including proper span-to-depth and pier width-to-height ratios for graceful structures. The design methodology for aesthetics includes a quantitative and qualitative sorting of natural site features to determine appropriate shapes for the superstructure and substructure. Criteria for selecting and evaluating the visual effects of shape, shadows, vistas, color, textures, and the use of native materials are addressed. Quantification of the cost of aesthetic decisions and determination of aesthetic value are addressed for different elements of these bridges. Case studies are used to quantify aesthetic features for such bridges as the Natchez Trace Parkway Arches [first precast concrete arches with 177-m (582-ft) main arch span], Tennessee; Sunshine Skyway Bridge, Florida; Linn Cove Viaduct, North Carolina; Hanging Lake Viaduct, Colorado; and Wabasha Street Bridge, Minnesota.


Author(s):  
Yu-Chen Ou ◽  
Methee Chiewanichakorn ◽  
Il-Sang Ahn ◽  
Amjad J. Aref ◽  
Stuart S. Chen ◽  
...  

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