Rev. IBRACON Estrut. Mater. vol.4 número5

During the main stage, a larger data set was used, with 2018 records (representing approximately 90% of the available data, characterized by a wide variability of concrete types

n In [5], the inluence of coarse aggregate type on concrete prop- erties was studied, showing a relationship between concrete properties such as compressive strength, elastic

The purpose of this study is to identify and evaluate the inluence of several factors involved in modulus of elasticity tests such as the strain measurement device used

This paper presents a theoretical study of models I and II for combined shear and torsion, in which ranges the geometry and intensity of action in reinforced concrete beams, aimed

Flexural strengthening of reinforced concrete beams with carbon fibers reinforced polymer (CFRP) sheet bonded to a transition layer of high performance cement-based composite..

Figure 2� � Stringer�s stress theoretical variation in section S21 due to passage of the loaded operational train type on concrete (left) and reinforcement.. limit state of

Results of several tests indicate that the punching resistance of reinforced concrete lat slabs without shear reinforcement is mainly inluenced by the compressive strength

An experimental study was developed in order to evaluate the me - chanical and durable concrete properties produced with recycled coarse aggregates from different speciic mass