Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC-Reference-Cited by-同舟云学术

Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC

Published:2020-07 Issue:7 Volume:25 Page:04020038
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Haber Zachary B.¹^ORCID,Graybeal Benjamin A.²,Nakashoji Brian³

Affiliation:

1. Research Structural Engineer, Federal Highway Administration (FHWA) Turner-Fairbank Highway Research Center, McLean, VA 22101 (corresponding author). ORCID: .

2. Team Leader, Bridge Engineering Research, FHWA Turner-Fairbank Highway Research Center, McLean, VA 22101.

3. Structural Engineer, HW Lochner, Meridian, ID 83642.

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.1943-5592.0001574

Reference19 articles.

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

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2. Experimental and analytical study on crack resistance of fully prefabricated steel-UHPC composite deck using PBL connectors;Engineering Structures;2023-01

3. Finite Element Analysis of Precast Concrete Deck-Steel Beam-Connection Concrete (PCSC) Connectors Using Ultra-High Performance Concrete (UHPC) for the Composite Beam;Buildings;2022-09-07

4. Tension lap splices in UHPC beams: Influence of rebar size, steel fibers, splice length, and coarse aggregate;Journal of Building Engineering;2022-09

5. Static behavior of novel shear connectors with post-poured UHPC for prefabricated composite bridge;Structures;2022-09