Analisa Numerik Pada Kolom Beton Pracetak Mutu-Tinggi dengan Sambungan Grouted Sleeve

Numerical Modeling of Steel Fiber Reinforced Concrete Beam with Notched under Three-point Bending Test

“…For the case of tensile fracture of plain concrete, a tensile cut-off failure surface is used [16]. The performance of the used model in 3D-NLFEA can be seen to be satisfactory to capture flexural and shear cracks in RC beam [25] and RC column [26], [27], and in RC deep beam [28]. In [25] , the simply supported beam was loaded with displacement control in the middle span.…”

“…To generate asymmetric failure shear mode, random material imperfection was used. In [26], [27], the RC column with grouted sleeve precast connection was loaded under constant axial load and increased horizontal displacement. The location of the crushed and cracked concrete can be predicted using 3D-NLFEA.…”