ONE-DIMENSIONAL MODEL FOR ANALYSIS OF CRC PAVEMENT GROWTH Academic Article

abstract

• A one-dimensional model for predicting the structural response of continuously reinforced concrete (CRC) pavement due to increasing temperature and alkali-silica reaction (ASR), considering slip between concrete and reinforcing bar and friction between concrete and subbase material, is presented in this paper. The slip-stress function is modeled by a three-part linear function. The subbase friction stress function is modeled by a two-part linear function. The solution procedures of displacement functions for a semi-infinite length slab are given. The unknown coefficients in the displacement functions are determined by finding the roots of the system of nonlinear equations. A simple no-slip model is also used both for providing an initial guess and for verifying the numerical results. This model provides a more rational approximation of the structural response of CRC pavement. ASCE.

authors

• Zollinger, Dan

published proceedings

• JOURNAL OF TRANSPORTATION ENGINEERING-ASCE

author list (cited authors)

• XIN, D. P., ZOLLINGER, D. G., & JAMES, R. W.

citation count

• 12

complete list of authors

• XIN, DP||ZOLLINGER, DG||JAMES, RW

publication date

• July 1992

publisher

• American Society of Civil Engineers (ASCE)  Publisher

published in

• Journal of Transportation Engineering  Journal

keywords

• 40 Engineering
• 4005 Civil Engineering

Digital Object Identifier (DOI)

• 10.1061/(ASCE)0733-947X(1992)118:4(557)

start page

• 557

end page

• 575

volume

• 118

issue

• 4

URL

• http%3A%2F%2Fdx.doi.org%2F10.1061%2F%28asce%290733-947x%281992%29118%3A4%28557%29