Field and laboratory performance of prestressed high performance concrete girders for Missouri bridge structures

Author

Yumin Yang

Keywords and Phrases

High performance concrete (HPC)

Abstract

"The first fully high performance concrete (HPC) bridge A6130 was constructed in Missouri utilizing concrete with 56 day design strength of 70 MPa (10,152 psi) and 15.2 mm (0.6 in.) diameter prestressing strands. HPC materials for both girders and cast-in-place deck were studied for both mechanical and material properties."--Abstract, page iii."

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

Ph. D. in Civil Engineering

Publisher

University of Missouri--Rolla

Publication Date

Fall 2003

Pagination

xxvii, 415 pages

Note about bibliography

Includes bibliographical references (pages 407-414).

Geographic Coverage

Missouri

Rights

© 2003 Yumin Yang, All rights reserved.

Document Type

Dissertation - Citation

File Type

text

Language

English

Subject Headings

High strength concrete -- Testing -- Missouri
Concrete bridges -- Design and construction -- Missouri
Prestressed concrete beams

Thesis Number

T 8530

Print OCLC #

57665101

Link to Catalog Record

Full-text not available: Request this publication directly from Missouri S&T Library or contact your local library.

Recommended Citation

Yang, Yumin, "Field and laboratory performance of prestressed high performance concrete girders for Missouri bridge structures" (2003). Doctoral Dissertations. 1547.
https://scholarsmine.mst.edu/doctoral_dissertations/1547