TY - GEN
T1 - Development of viscoelastic mechanistic response model for crack sealant at low temperature
AU - Dessouky, S.
AU - Al-Qadi, I. L.
PY - 2007
Y1 - 2007
N2 - Hot-poured crack sealant is usually used to prevent the intrusion of water into pavement system and, hence, to delay pavement degradation. It is widely accepted that crack sealing is a cost effective routine maintenance that may increase the pavement service life. Current ASTM specifications showed ill-correlation between the selection of crack sealants and their field performance. To clearly understand the mechanical behavior of crack sealants, a constitutive relationship must be described. This paper presents the development of a viscoelastic model using Prony-series expansion to characterize crack sealants mechanical behavior at low temperatures. The model is fitted to creep measurements data obtained using a modified crack sealant bending beam rheometer (CSBBR). A three-dimensional finite element is used to determine the time-dependent deflection at the mid span of the beam. The model is found to be capable of simulating the deflection during the loading and the unloading process for tested sealants.
AB - Hot-poured crack sealant is usually used to prevent the intrusion of water into pavement system and, hence, to delay pavement degradation. It is widely accepted that crack sealing is a cost effective routine maintenance that may increase the pavement service life. Current ASTM specifications showed ill-correlation between the selection of crack sealants and their field performance. To clearly understand the mechanical behavior of crack sealants, a constitutive relationship must be described. This paper presents the development of a viscoelastic model using Prony-series expansion to characterize crack sealants mechanical behavior at low temperatures. The model is fitted to creep measurements data obtained using a modified crack sealant bending beam rheometer (CSBBR). A three-dimensional finite element is used to determine the time-dependent deflection at the mid span of the beam. The model is found to be capable of simulating the deflection during the loading and the unloading process for tested sealants.
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M3 - Conference contribution
AN - SCOPUS:84858023031
SN - 9780415448819
T3 - Advanced Characterisation of Pavement and Soil Engineering Materials - Proceedings of the International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials
SP - 1221
EP - 1229
BT - Advanced Characterisation of Pavement and Soil Engineering Materials - Proceedings of the International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials
T2 - International Conference on Advanced Characterisation of Pavement and Soil Engineering Materials
Y2 - 20 June 2007 through 22 June 2007
ER -