Accession Number : ADA293231
Title : Development of a Plasticity Bond Model for Reinforced Concrete - Preliminary Calibration and Cyclic Applications.
Descriptive Note : Final contract rept. Sep 89-Sep 94,
Corporate Author : NAVAL FACILITIES ENGINEERING SERVICE CENTER PORT HUENEME CA
Personal Author(s) : Hermann, Leonard R. ; Cox, James V.
PDF Url : ADA293231
Report Date : MAR 1994
Pagination or Media Count : 120
Abstract : A bond model is developed to describe the inelastic behavior of the bond between reinforcing bars and concrete. The bond model is applicable to both monotonic and cyclic loading conditions. It is based on classical non-associative, elasticity-plasticity theory. The model is calibrated by considering available experimental bond studies for short embedment length bond tests. There is good quantitative agreement between the predictions of the bond model and the results of several published bond pull-out tests with steel bars. The tests vary significantly in specimen configuration, concrete strength, and bar rib geometry. (MM)
Descriptors : *STEEL, *PLASTIC PROPERTIES, *REINFORCED CONCRETE, MATHEMATICAL MODELS, CONTRACTS, STRESS ANALYSIS, FINITE ELEMENT ANALYSIS, DEFORMATION, CONCRETE, STRAIN(MECHANICS), STRENGTH(MECHANICS), AGGREGATES(MATERIALS), BONDING, YIELD STRENGTH, HARDENING, REINFORCING MATERIALS, PULL TESTS, CYCLIC LOADS, ELASTOPLASTICITY.
Subject Categories : Ceramics, Refractories and Glass
Metallurgy and Metallography
Distribution Statement : APPROVED FOR PUBLIC RELEASE