Abstract: This paper presents an experimental study carried out on unbonded posttensioned (PT) segmental precast concrete columns. In total, eight cylindrical columns were posttensioned and tested under incrementally increasing ...

Abstract: The static and dynamic fracture behavior of high-strength fiber-reinforced seawater sea-sand (SWSS) concrete was investigated by conducting fracture toughness and drop-weight impact tests. The results were compared with ...

Abstract: This paper reports on an experimental study on four unbonded posttensioned masonry walls (PT-MWs). All walls had identical thickness, height, and length of 190, 2,000, and 1,400 mm, respectively, and were constructed using ...

Abstract: This paper reports on an experimental study on four unbonded posttensioned masonry walls (PT-MWs). All walls had identical thickness, height, and length of 190, 2,000, and 1,400 mm, respectively, and were constructed ...

Abstract: This paper reports on an experimental study of six full-scale partially grouted masonry walls (PG-MWs), and evaluated the accuracy of international design codes based on the test results. The main test parameters were the ...

Abstract: This paper presents the results of an experimental study into the behavior of rubberized concrete-filled fiber-reinforced polymer tube (CFFT) columns, where the fiber-reinforced polymer (FRP) confining layer is prestressed ...

Abstract: This paper presents the results of an experimental study carried out to evaluate the structural behavior of precast concrete culverts reinforced with glass fiber–reinforced polymer (GFRP) bars. Five full-scale GFRP reinforced ...