The Mechanical Behavior of Fiber Reinforced PP ECC Beams under Reverse Cyclic Loading

<table><svg height="11.425" id="M9" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 39.362499 11.425" width="39.362499" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,11.363)"><path d="M619 482q0 -69 -40.5 -119t-96 -72.5t-118.5 -26.5h-44l-70 20l-31 -151q-14 -67 0.5 -83t89.5 -22l-5 -28h-287l8 28q65 7 81.5 22t29.5 83l79 398q12 56 0.5 70.5t-78.5 20.5l7 28h255q108 0 164 -43t56 -125zM524 478q0 141 -146 141q-25 0 -47 -8q-16 -6 -20.5 -13.5
t-10.5 -39.5l-43 -241q37 -13 83 -13q67 0 125.5 45t58.5 129z" id="x1D443"></path></g><g transform="matrix(.017,-0,0,-.017,14.647,11.363)"><path d="M535 230h-483v50h483v-50z" id="x2212"></path></g><g transform="matrix(.017,-0,0,-.017,28.399,11.363)"><path d="M600 0h-557v24l268 633l28 8l261 -641v-24zM497 50l-194 489l-196 -489h390z" id="x394"></path></g>
</svg> hysteresis curve of FRP reinforced PP ECC and concrete specimen.</table>

Advances in Materials Science and Engineering

fig7

Figure 7

Figure 7: The Mechanical Behavior of Fiber Reinforced PP ECC Beams under Reverse Cyclic Loading 