1975•Unpublished venueRequires access

RECOMMENDATIONS FOR ESTIMATING PRESTRESS LOSSES

H. Kent Preston

Open publisher page 53 citations

Abstract

This PCI Committee report summarizes data on creep and shrinkage of concrete and steel relaxation, and presents both a general and a simplified design procedure for using these data in estimating loss of prestress after any given time period. Detailed design examples for pretensioned and post-tensioned concrete structures explain the procedures. The general method is applicable to bridges, although there are some differences between it and the AASHTO Standard Specifications for Highway Bridges with respect to individual loss components.

About this research paper

What this paper is about

This PCI Committee report summarizes data on creep and shrinkage of concrete and steel relaxation, and presents both a general and a simplified design procedure for using these data in estimating loss of prestress after any given time period. Detailed design examples for pretensioned and post-tensioned concrete structures explain the procedures. The general method is applicable to bridges, although there are some differences between it and the AASHTO Standard Specifications for Highway Bridges with respect to individual loss components.

Why it matters

OpenAlex reports 53 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

This PCI Committee report summarizes data on creep and shrinkage of concrete and steel relaxation, and presents both a general and a simplified design procedure for using these data in estimating loss of prestress after any given time period. Detailed design examples for pretensioned and post-tensioned concrete structures explain the procedures. The general method is applicable to bridges, although there are some differences between it and the AASHTO Standard Specifications for Highway Bridges with respect to individual loss components.

Key concepts: Creep, Structural engineering, Shrinkage, Engineering, Forensic engineering, Computer science, Civil engineering, Materials science

Related papers

Back to paper searchBrowse research topicsOriginal source
RECOMMENDATIONS FOR ESTIMATING PRESTRESS LOSSES — Research Paper | ScholarLens