I'm looking for a reinforced concrete that is capable of withstanding tensile stresses of 8-10 MPa and that can be used for thin walled constructions, do you have some info?<br>
We manufacture steel fibre reinforced concrete products in Ireland and have considerable experience in the use of the material. The value you quote is high. Is that a failure load, working load etc?<br><br>Is that flexural tension or direct tension?<br><br>What is the rate of application of the stresses?<br><br>Consequenses of failure?<br><br>How thin is thin?<br><br>Blending fibres can reduce crack development. Some work done there in Canada and USA<br><br>Is redistribution of stress (post plastic behaviour) acceptable? <br><br>Is durability an issue?<br><br>What are the proposed end uses?<br><br>Will be pleased to discuss further