Shape Optimization of UHPC Shear Keys for Precast, Prestressed, Adjacent Box-Girder Bridges-Reference-Cited by-同舟云学术

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Shape Optimization of UHPC Shear Keys for Precast, Prestressed, Adjacent Box-Girder Bridges

Published:2018-04 Issue:4 Volume:23 Page:04018009
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hussein Husam H.¹^ORCID,Sargand Shad M.²,Steinberg Eric P.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701 (corresponding author). ORCID: .

2. Russ Professor, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701.

3. Professor, Dept. of Civil Engineering, Ohio Univ., Stocker Center, Athens, OH 45701.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001220

Reference31 articles.

1. Abaqus [Computer software]. SIMULIA Providence RI.

2. UHPC: A game-changing material for PCI bridge producers;Binard J. P.;PCI J.,2017

3. Precast Bridge Deck Design Systems

4. The Use of Hashin Damage Criteria, CFRP–Concrete Interface and Concrete Damage Plasticity Models in 3D Finite Element Modeling of Retrofitted Reinforced Concrete Beams with CFRP Sheets

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