| Summary: | 碩士 === 國立臺北科技大學 === 土木工程系土木與防災碩士班 === 106 === This thesis uses Glass Fiber Reinforcement Plastic (GFRP), which has higher strength, lighter weight, and better resistance to weather compare to the traditional materials, in formworks in engineering. This study simulates the design of wall formworks and compares analyzed results with results from in-situ tests using GFRP composite materials. The approach for the study was conducting an experiment on the mechanical behavior and FEM numerical analysis using different sizes of GFRP grids and choosing the most compatible dimensions for applying GFRP formworks to the construction of RC walls. To ensure feasibility of the RC wall, experimental parameters in FEM software were used to simulate the actual cases and compared to experimental results.The application of GFRP composite material to the formwork can achieve the requirement of small displacement. Finally, in order to apply GFRP formworks under different conditions, such as designing for high stories, the height of formworks along with the location of locks and supports were changed accordingly. Tables with the results from these different conditions were made for future civil engineers to reference.
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