Negative bending tests on precast prestressed concrete beams made continuous-Reference-Cited by-同舟云学术

Negative bending tests on precast prestressed concrete beams made continuous

Published:2021-06-22 Issue:4 Volume:22 Page:2223-2242
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Kytölä Ulla¹^ORCID,Asp Olli¹^ORCID,Laaksonen Anssi¹

Affiliation:

1. Unit of Concrete and Bridge Structures Tampere University Tampere Finland

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202100043

Reference28 articles.

1. Jayanandana C. A. D.(1989).Continuity development between precast beams using prestressed slabs and its effect on flexure and shear. The University of Leeds.

2. Precast‐prestressed concrete bridges 1. Pilot tests of continuous girders;Kaar PH;J PCA Res Devel Lab,1960

3. Precast‐prestressed concrete bridges 3. Further tests of continuous girders;Mattock BAH;J PCA Res Devel Lab,1960

4. Oesterle R. G. Glikin J. D. &Larson S. C.(1989).Design of precast prestressed bridge girders made continuous. Washington D.C.

5. Miller R. Castrodale R. Mirmiran A. &Hastak M.(2004).NCHRP report 519 connection of simple‐span precast concrete girders for Continuity. Washington.

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