The purpose of this study is to enhance heat insulation effect and to decrease fire hazard by attaching aluminum foil to expanded polystyrene, which is mainly used for insulating materials, to have fire retardant. The result of the test confirmed that the insulating materials, expanded polystyrene of 10 kg/m3 and 14 kg/m3 of density attached aluminum foil on both sides, showed 12%, 14% of improved heat transfer coefficient respectively compared to existing expanded polystyrene of the same density. Besides, they met all the standards for the testing of heat release and gas hazard. On the other hand, the one made of general expanded polystyrene could not meet the standards of the heat release test and the gas hazard test.

This research investigates the effects of trench installation methods with expanded polystyrene (EPS) geofoam on the behavior of buried corrugated steel arch structure. A universal finite element analysis program, ABAQUS, was used to model and analyze the structure. For this study, the S275 corrugated steel with a profile of 152x51mm and the arch has fixed boundary condition. The structure was analyzed for three different configurations, namely; without EPS geofoam, imperfect trench installation (ITI), and embedded trench installation (ETI). ITI and ETI cases were further divided depending on the width and height of EPS geofoam. The width of EPS geofoam varies from the span of the arch up to a 30% increase of the span of the arch while its height varies from the rise of the arch upto 100% increase of the rise of the arch. The results from the finite element analysis revealed that the ETI reduced the wall stresses by at least 53.95%. It is recommended to conduct further study regarding ETI to validate the results and to further improved the design criteria of buried corrugated steel arch as it is expected to bring about cost reduction and stability for buried structures.

This paper describes the structural behavior of insulated concrete wall panels with EPS insulation. That panels reinforced with Fiber Reinforced Polymer (FRP) truss shear connector to achieve composite action of inner and outer concrete wythes. Main test variables are FRP cross section, width and picth. According to the test result, the shear capacity of increased due to reinforced with FRP truss shear connector. And width 12, 18 mm shear connector need more than 30 mm experiments about reclamation deep.