Experimental evaluation and design of unfilled and concrete-filled FRP composite piles, task 6 - FRP composite pile axial compression testing.

Lawrence, Dale; Lopez-Anido, Roberto; Sandford, Thomas; Goslin, Keenan; Rofes, Xenia; University of Maine. Advanced Structures and Composites Center

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Experimental evaluation and design of unfilled and concrete-filled FRP composite piles, task 6 - FRP composite pile axial compression testing.

2015-04-01
By Lawrence, Dale ; Lopez-Anido, Roberto ; Sandford, Thomas ; ...

[PDF-2.97 MB]

English

Details You May Also Like

Details:

Creators:

Lawrence, Dale ; Lopez-Anido, Roberto ; Sandford, Thomas ; Goslin, Keenan ; Rofes, Xenia

Lawrence, Dale ; Lopez-Anido, Roberto ; Sandford, Thomas ; Goslin, Keenan ; Rofes, Xenia Less -
Corporate Creators:

University of Maine. Advanced Structures and Composites Center
Subject/TRT Terms:

[+]

Axial Compression Bridges Compression Tests Concrete Fiber Reinforced Polymers Piles (Supports)
Publication/ Report Number:

ME 15-09
Resource Type:

Tech Report
Geographical Coverage:

Maine
Corporate Publisher:

Maine. Dept. of Transportation
Abstract:

The overall goal of this project is the experimental evaluation and design of unfilled and concrete-filled FRP

composite piles for load-bearing in bridges. This report covers Task 6, FRP Composite Pile Axial Compression

Testing.

Hollow and concrete-filled fiber reinforced polymer (FRP) piles with a nominal diameter of 24 inches were tested in

axial compression to examine degradation in apparent longitudinal modulus due to pile driving. All specimens

achieved the proof load of 1000 kips with no visible damage. Hollow piles showed no reduction in apparent

longitudinal modulus due to driving. No definitive trend in apparent longitudinal modulus could be seen in the

concrete-filled piles, because the driven piles were filled with concrete from a different supplier 205 days prior to

the baseline piles.
Format:

PDF
Funding:

20130731*535
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:7f86e1b10c9a0835539de0db899da2fe603c4517f3043b6f2b302035b0ef1345
Download URL:

https://rosap.ntl.bts.gov/view/dot/29130/dot_29130_DS1.pdf
File Type:

No Additional Files

More +

Experimental evaluation and design of unfilled and concrete-filled FRP composite piles, task 6 - FRP composite pile axial compression testing.

Details:

Supporting Files

You May Also Like