Experimental and Statistical Capacity of Rubberized Continuous Deep Beams under Monotonic and Repeated Load

Abstract

Continuous Deep Beams (CDBs) are highly exposed to repeated loads especially at the bridges during vehicle loads and adding rubber into it support the ductility to overcome concrete brittleness. Six Beams were designed in considering the strut tie method (STM) and tested under monotonic and repeated loads. Mathematical model for such problem has been investigated. It can be concluded that, the CDBs lose some of its ultimate capacity due to the dropping of concrete compressive strength after aggregate-rubber replacement, while an increment in the deflection could be seen due to the higher deformability of the rubcrete mix i.e., the concrete gained some flexibility after replacing. Also, the ultimate strength of the beams decreases when comparing with the static loads by 14%, 8% and 9% for conventional beam, gravel and sand replacement beams respectively. Fuzzy regression system offers a polynomial from the third degree to represent the Fuzzy data of the CDBs.