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The article aimed to study the durability of steel fiber reinforced concrete under the coupled sewage-loading according to compressive strength,flexural strength,compressive strength corrosion coefficient,flexural strength corrosion coefficient,compressive strength balance coefficient,flexural strength balance coefficient.Through the homemade load frame applied to design specimens,the pre-loading level are equivalent the damage intensity of 0%,10%,30% and 50% four different ways.The experimental results show that the performance of concrete down gradually and sustaining load aggravated the degree of domestic sewage attacking concrete after six month;under different stress states,the more loading levels,the more serious domestic sewage attacked the steel fiber reinforced concrete.It is proved that the concrete damage can be inhibited by adding the steel fiber,when steel fiber volume fraction is 1.0%,the corrosion resistance of concrete is best.
The article aimed to study the durability of steel fiber reinforced concrete under the coupled coupled sewage-loading under compressive strength, flexural strength, compressive strength corrosion coefficient, flexural strength corrosion coefficient, compressive strength balance coefficient, flexural strength balance coefficient. Through the home load frame applied to design specimens, the pre-loading level are equivalent to the damage intensity of 0%, 10%, 30% and 50% four different ways. The experimental results show that the performance of concrete down gradually and sustaining load aggravated the degree of domestic sewage attacking concrete after six month; under different stress states, the more loading states, the more loading domestic, the more serious domestic sewage attacked the steel fiber reinforced concrete.It is proved that the concrete damage can be inhibited by adding the steel fiber, when steel fiber volume fraction is 1.0%, the corrosion resistance of concrete is best.