T
Tom Sherman
Guest
[email protected] aka Jobst Brandt wrote:
> ...
> I think the concept of pre-stressing has been here often, as in
> pre-stressed concrete that has much in common with pre-stressed spokes,
> except that concrete cannot support tension and spokes cannot support
> compression without being pre-stressed.
>
That is not entirely true. When a compressive load is applied to the top
of a slab over a limited area, does it not result in tensile stresses in
the bottom portion of the slab below the "neutral axis"? And do concrete
pavement slabs generally fail from fracture due to tension in the bottom
of the slab from a single load, or from fatigue from many load cycles?
The answer should be obvious to anyone who know about pavement engineering.
Fiber reinforced concrete is not pre-stressed, and the fibers do
increase tensile strength (as evidenced by the fibers increasing the
rupture modulus for a given mix).
--
Tom Sherman - Holstein-Friesland Bovinia
The weather is here, wish you were beautiful
> ...
> I think the concept of pre-stressing has been here often, as in
> pre-stressed concrete that has much in common with pre-stressed spokes,
> except that concrete cannot support tension and spokes cannot support
> compression without being pre-stressed.
>
That is not entirely true. When a compressive load is applied to the top
of a slab over a limited area, does it not result in tensile stresses in
the bottom portion of the slab below the "neutral axis"? And do concrete
pavement slabs generally fail from fracture due to tension in the bottom
of the slab from a single load, or from fatigue from many load cycles?
The answer should be obvious to anyone who know about pavement engineering.
Fiber reinforced concrete is not pre-stressed, and the fibers do
increase tensile strength (as evidenced by the fibers increasing the
rupture modulus for a given mix).
--
Tom Sherman - Holstein-Friesland Bovinia
The weather is here, wish you were beautiful