Rev. IBRACON Estrut. Mater. vol.5 número5

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

In the evaluation of the inluence of block geometry on the mechan - ical behaviour of masonry, experimental studies on the compres- sion strength of units (blocks), prisms and walls

This study presents the numerical analysis, using a non-linear inite element model, of the structural behavior of reinforced concrete beams externally reinforced with a

Keywords : higher performance iber reinforced cement composite (HPFRCC), reinforced concrete beams, transition layer, steel microiber.. Este estudo apresenta o desenvolvimento e

Similarly, compressive strength values of glass iber reinforced composite are higher in the range of 27.5 to 45.4%, while carbon iber reinforced epoxy polymer concretes showed

A lower decrease of flexural strength is observed when plain 12% resin content polymer concrete are compared to 1 and 2% textile fiber reinforced polymer concrete.. Comparing plain