Guidelines for determining the capacity of d-regions with premature concrete deterioration of ASR/DEF.

Mander, John B.; Hurlebaus, Stefan; Karthik, Madhu M.; Scott, Reece M.; Texas Transportation Institute

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Guidelines for determining the capacity of d-regions with premature concrete deterioration of ASR/DEF.

2012-11-01
By Mander, John B. ; Hurlebaus, Stefan ; Karthik, Madhu M. ; ...

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English

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Creators:

Mander, John B. ; Hurlebaus, Stefan ; Karthik, Madhu M. ; Scott, Reece M.

Mander, John B. ; Hurlebaus, Stefan ; Karthik, Madhu M. ; Scott, Reece M. Less -
Corporate Creators:

Texas Transportation Institute
Corporate Contributors:

United States. Federal Highway Administration ; Texas. Dept. of Transportation

United States. Federal Highway Administration ; Texas. Dept. of Transportation Less -
Subject/TRT Terms:

[+]

Alkali Silica Reactions Beams Bridge Substructures Concrete--Deterioration Concrete Beams Concrete Bridges Concrete Bridges--Cracking Deterioration Structural Analysis Structural Analysis (Engineering) Strut-and-tie Models Strut And Tie Method
Publication/ Report Number:

Report 0-5997-P1
Resource Type:

Tech Report
Geographical Coverage:

Texas
Corporate Publisher:

Texas Transportation Institute
Abstract:

When a bridge engineer encounters a design or analysis problem concerning a bridge substructure, that structure will commonly have a mixture of member types, some slender, and some squat. Slender members are generally governed by flexure, and normal beam theory should suffice for analysis and design. Squat members can often be handled by beam theory too, although nowadays designers have a choice and may opt to use strut-and-tie (SAT) models.
Format:

PDF
Funding:

Project 0-5997
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:3121bd8f487e4342732055a159264a2db92ec5b70efc93f27c515f9546359fe2
Download URL:

https://rosap.ntl.bts.gov/view/dot/25481/dot_25481_DS1.pdf
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Guidelines for determining the capacity of d-regions with premature concrete deterioration of ASR/DEF.

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