Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column–to–cap beam joints in accelerated bridge construction

PCI Journal ◽  
2015 ◽  
Vol 60 (2) ◽  
pp. 80-103 ◽  
Author(s):  
M. J. Ameli ◽  
Joel E. Parks ◽  
Dylan N. Brown ◽  
Chris P. Pantelides
Keyword(s):  
Precast Concrete ◽  
Accelerated Bridge Construction ◽  
Concrete Column ◽  
Seismic Evaluation ◽  
Bridge Construction

scholarly journals Simplified full-depth precast concrete deck panel systems for accelerated bridge construction

2016 ◽  
Vol 24 (4) ◽  
pp. 251-260
Author(s):  
Zhongguo John Ma ◽  
Yulin Zhan ◽  
Lin Xiao ◽  
Lungui Li ◽  
Weiwei Lu
Keyword(s):  
Precast Concrete ◽  
Accelerated Bridge Construction ◽  
Bridge Construction ◽  
Concrete Deck

New Connection Detail to Connect Precast Column to Cap Beam using Ultra-High-Performance Concrete in Accelerated Bridge Construction Applications

2018 ◽  
Vol 2672 (41) ◽  
pp. 207-220 ◽  
Author(s):  
Mohamadreza Shafieifar ◽  
Mahsa Farzad ◽  
Atorod Azizinamini
Keyword(s):  
High Performance ◽  
High Performance Concrete ◽  
Precast Concrete ◽  
Experimental Program ◽  
Accelerated Bridge Construction ◽  
Ultra High Performance Concrete ◽  
Bridge Construction ◽  
Construction Time ◽  
Element Analysis ◽  
Displacement Ductility

Accelerated bridge construction (ABC) is a paradigm change in delivery of bridges. ABC minimizes the traffic interruption, enhances safety to public and workers by significantly reducing on-site construction activities, and results in longer-lasting bridges. The use of precast elements is gaining attention owing to inherent benefits of accelerated construction. Designing an economical connection is one of the main concerns for these structures. New improved materials such as ultra-high-performance concrete (UHPC) with superior characteristics can provide solutions for joining precast concrete elements. In this paper two types of column to cap beam connection using UHPC are proposed for seismic and non-seismic regions. Among the merits of the proposed details, large tolerances in construction and simplicity of the connection can be highlighted which facilitates and accelerates the on-site construction time. The experimental program was carried out to evaluate the performance and structural behavior of the proposed connections. Four specimens were subjected to constant axial compressive loads and cyclic lateral loading. Results of the experiment showed that the displacement ductility of the specimens, incorporating suggested details, demonstrated adequate levels of displacement ductility. More importantly, the proposed connections prevented the damage into capacity protected element—in this case the cap beam. Analytical and nonlinear finite element analysis on the specimens was carried out to better comprehend the behavior of the proposed connections.

Shear live load analysis of NEXT beam bridges for accelerated bridge construction

2021 ◽  
Vol 17 (3-4) ◽  
pp. 111-119
Author(s):  
Jianwei Huang
Keyword(s):  
Prestressed Concrete ◽  
Precast Concrete ◽  
Structural Safety ◽  
Accelerated Bridge Construction ◽  
Live Load ◽  
Distribution Factor ◽  
Bridge Construction ◽  
Shear Design ◽  
Bridge Structures ◽  
Live Load Distribution

Using precast concrete elements in bridge structures has emerged as an economic and durable solution to enhance the sustainability of bridges. The northeast extreme tee (NEXT) beams were recently developed for accelerated bridge construction by the Precast/Prestressed Concrete Institute (PCI). To date, several studies on the live load distribution factor (LLDF) for moment in NEXT F beam bridges have been reported. However, the LLDFs for shear in NEXT F beam bridges are still unclear. In this paper, the lateral distributions of live load shear in NEXT F beam bridges were examined through a comprehensive parametric study. The parameters covered in this study included bridge section, span length, beam section, number of beams, and number of lanes loaded. A validated finite element (FE) modeling technique was employed to analyze the shear behavior of NEXT F beam bridges under the AASHTO HL-93 loading and to determine the LLDFs for shear in NEXT beam bridges. A method for computing the FE-LLDF for shear was proposed for NEXT beam bridges. Results from this study showed that the FE-LLDFs have a similar trend as the AASHTO LFRD-LLDFs. However, it was observed that some LRFD-LLDFs are lower than the FE-LLDFs by up to 14.1%, which implied using the LRFD-LLDFs for shear could result in an unsafe shear design for NEXT beam bridges. It is recommended that a factor of 1.2 be applied to the LRFD-LLDF for shear in NEXT F beam bridges for structural safety and design simplicity.

Quasi-static cyclic testing of emulative cast-in-place connections for Accelerated Bridge Construction in seismic regions

2016 ◽  
Vol 49 (3) ◽  
pp. 267-282 ◽  
Author(s):  
Mustafa Mashal ◽  
Samuel White ◽  
Alessandro Palermo
Keyword(s):  
Seismic Performance ◽  
Precast Concrete ◽  
Design Procedure ◽  
Accelerated Bridge Construction ◽  
Biaxial Testing ◽  
Bridge Construction ◽  
Seismic Behaviour ◽  
Precast Column ◽  
Connection Type ◽  
High Seismicity

This paper presents findings from the first phase of testing at the University of Canterbury on seismic performance of emulative connections for Accelerated Bridge Construction (ABC) in regions of moderate to high seismicity. Emulative connections between precast concrete elements aim to target similar seismic behaviour as traditional ductile monolithic construction. The emulative solution in this research is called “High Damage Connection” (HDC). HDCs intend to achieve similar levels of seismic performance and ductility in a precast column as that can be expected of a monolithic one. HDC relies on formation of plastic hinges in the precast column during a design level earthquake to emulate monolithic ductile behaviour. Two types of HDCs, the grouted duct connection and member socket connection, were investigated in this research. Four half-scale precast segmental columns were constructed. Two columns featured grouted duct connections as the primary connection type. The other two columns used member socket connections. For a better understanding of the connection response under severe lateral loading, both uniaxial and biaxial testing of the columns was carried out. In this paper, an introduction to each connection type followed by design procedure, detailing considerations and construction methodology are explained in detail. Testing results and observations of seismic performance for each connection are thoroughly presented. The research concludes that High Damage Connections have good potential for ABC in regions of moderate to high seismicity. The connections that were tested achieved good levels of energy dissipation and ductility with similar performance to conventional monolithic connections.

Alternative Systems and Materials for Splicing Prestressed-Precast Concrete Piles

2021 ◽  
pp. 036119812110529
Author(s):  
Seyed Saman Khedmatgozar Dolati ◽  
Armin Mehrabi
Keyword(s):  
Precast Concrete ◽  
Deep Foundations ◽  
Accelerated Bridge Construction ◽  
Bridge Construction ◽  
Concrete Piles ◽  
Research Activities ◽  
Splice System ◽  
Alternative Systems ◽  
Tension And Compression ◽  
Florida International University

The use of piles is a common method for establishing deep foundations for bridges where there is a top layer of weak soil. Among various types of pile and installation methods, driving prestressed-precast concrete piles (PPCP) is a durable and economical option compared with the alternatives. Also, since the method employs pile segments prefabricated in precast plants and delivered to the site for installation, it conforms to the principles of Accelerated Bridge Construction (ABC) and provides a rapid alternative to other methods. However, often because of limitations on shipping and transportation, the length of precast prestressed pile segments that can be delivered to the bridge site has to be reduced. Also, headroom limitations for pile driving may limit the length of pile segments such that establishing adequate resistance may not be achieved with one segment. Therefore, splicing of pile segments has to be performed at the site to produce longer lengths. A study carried out as part of research activities at the Accelerated Bridge Construction University Transportation Center (ABC-UTC) at Florida International University has reviewed various types of available pile splices and attempted to build on the experiences gathered for ABC connections to introduce an alternative configuration for splicing PPCP segments. Accordingly, a variation of grouted bar splice was introduced and designed to provide PPCPs with a time-effective, economical, and labor-friendly method of splicing. The proposed connection is completely new for connecting PPCP segments. Because many of PPCPs are driven in a marine environment, the application of corrosion-resistant material at the splice system is also emphasized. The paper summarizes these investigations. The results of this study show that the newly developed systems can provide the required strength in bending, tension, and compression with smaller sizes and numbers of bars. It also makes the installation faster and easier compared with the current methods.

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