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Synthetic Fiber Reinforced Concrete in Marine Environments and Indirect Tension Test
Synthetic Fiber Reinforced Concrete in Marine Environments and Indirect Tension Test
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Synthetic Fiber Reinforced Concrete in Marine Environments and Indirect Tension Test
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Synthetic Fiber Reinforced Concrete in Marine Environments and Indirect Tension Test
Synthetic Fiber Reinforced Concrete in Marine Environments and Indirect Tension Test
Dissertation

Synthetic Fiber Reinforced Concrete in Marine Environments and Indirect Tension Test

2018
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Overview
An experiment was conducted to evaluate the durability, toughness, and strength of Synthetic Fiber Reinforced Concrete after being immersed in five separate environments for one year at FAU SeaTech. The specimens were molded and reinforced with two-inch Polypropylene/Polyethylene Fibers in a concrete aggregate matrix and were cut into identical sizes. Some of these environments had accelerated parameters meant to increase degradation to simulate longevity and imitate harsh environments or seawater conditions. The environments consisted of: a high humidity locker (ideal conditions), submerged in the Intracoastal Waterway (FAU barge), seawater immersion, a wet and dry seawater immersion simulating a splash/tidal zone, and another in low pH seawater. The latter three were in an elevated temperature room (87-95°F) which produced more degradative properties. The specimens were monitored and the environments were controlled. The specimens were then evaluated using the IDT test method using force to initiate first-cracking and post-cracking behaviors.
Publisher
ProQuest Dissertations & Theses
ISBN
9780438013179, 0438013174