Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing

Lytton, R. L.; Chen, C. W.; Little, D. N.

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Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing

2001-06-01
By Lytton, R. L. ; Chen, C. W. ; Little, D. N.

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Creators:

Lytton, R. L. ; Chen, C. W. ; Little, D. N.

Lytton, R. L. ; Chen, C. W. ; Little, D. N. Less -
Corporate Contributors:

Texas Transportation Institute ; University of Wyoming Research Corporation. Western Research Institute ; United States. Federal Highway Administration. Wyoming Division

Texas Transportation Institute ; University of Wyoming Research Corporation. Western Research Institute ; United States. Federal Highway Administration. Wyoming Division Less -
Subject/TRT Terms:

[+]

Asphalt Concrete Pavements Asphalt Pavements Asphalts Bituminous Concretes Cyclic Loads Damage Fatigue(Materials) Fatigue Cracking Microcracking Microdamage Healing Strains Viscoelasticity
Publication/ Report Number:

FHWA-RD-98-144;Research report 7229
Resource Type:

Tech Report
Edition:

Final Feb 1998
Corporate Publisher:

Turner-Fairbank Highway Research Center
NTL Classification:

NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance;NTL-HIGHWAY/ROAD TRANSPORTATION-HIGHWAY/ROAD TRANSPORTATION;
Abstract:

A mechanistic approach to fatigue characterization of asphalt-aggregate mixtures is presented in this volume. This approach is founded on a uniaxial viscoelastic correspondence principle is applied in order to evaluate damage growth and healing in cyclic loaading separately from time-dependent characteristics of the material.
Format:

PDF
Funding:

DTFH61-92-C-00170
Collection(s):

Federal Highway Administration US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:516440f53142ef8b636f01d3f66a079a2655c5884ee26578e9220e0568862ea4
Download URL:

https://rosap.ntl.bts.gov/view/dot/15433/dot_15433_DS1.pdf
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Microdamage healing in asphalt and asphalt concrete, Volume 4 : a viscoelastic continuum damage fatigue model of asphalt concrete with microdamage healing

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