عنوان به زبان ديگر :
This study evaluates two different types oftechniques for concrete hollow-block sections reinforced with traditional steel rebars and wire meshes, and compares their structural behaviour to that of an ordinary reinforced concrete beam section. The compa
پديد آورندگان :
Falah M. Wegian نويسنده , T. Alkhamis Mohammad نويسنده , Sabbagh Yazdi Saeed Reza نويسنده
چكيده لاتين :
This study evaluates two different types oftechniques for concrete hollow-block sections reinforced with traditional steel rebars and wire meshes, and compares their structural behaviour to that of an ordinary reinforced concrete beam section. The comparisons are based on the responses both before and after they were repaired with glass fibre reinforced polymers (GFRP). The specimens were subjected to concentrated loading up to initial failure. After failure, the specimens were repaired and loaded once again until ultimate failure. It was shown that the success of the repair by GFRP depended on the mode offailure of the hollow-block concrete beams.
