thanks allot Taro.
Have you heard of ductility being achieved in a simply supported over reinforced beam, reinforced with GFRP, by placing GFRP rods in the compression zone as well as the tension zone??
Thanks again for your help
davis42
Can some one tell me the benefit of ductility in a GFRP simply supported beam.I realise that adequate warning of failure is necessary but wouldn't the development of cracks indicate possible failure and be sufficient.
thanks
davis42
Hey JStephen,
Thanks for replying. I was hoping for info on a grandstand with a separate roof structure. I'm in Dublin, Ireland. Your ref. to ENR has been helpful. Thanks for your time.
Regards davis42.
Hey there,
I am doing a bit of research on stadium design and was wondering if anyone could provide any information. Would anyone have informaton on any existing stadia.I was hoping to get a bit of info on the main components and dimensions of a stadium.
Any help would be very much...
hey
Can someone tell me what percentage of the tensile strength of GFRP rods I should use when designing for service loading? Is 25% correct or can I use a higher percentage?
Thanks in Advance.
davis42
hey
Can someone tell me what percentage of the tensile strength of GFRP rods I should use when designing for service loading? Is 25% correct or can I use a higher percentage?
Thanks in Advance.
davis42
Hey i am looking for some info on Fibre Reinforced Plastic Rods.I am looking for some info on their use as reinforcement in concrete.Does anyone know of any manufacturers?
Thanks for any help,
davis42