Measurement of Walikukun beams having cross-section of 15 mm by 20 mm with a clear Creep data of previous study was deformation Using phenomenological model of the previous study. Obtained by this method was further discussed and compared with creep behavior developed
Ovata) timber beams when rheological model of four solid elements, which is obtained byĪssembling Kelvin and Maxwell bodies in parallel configuration, was adopted. This study presents an evaluation of creep constants of Walikukun (Schouthenia SMARTWood Research Group, Department of Civil Engineering, Faculty of Engineering, Sebelas Maret University, Ir Sutami streetĬreep, four solid element creep model, Walikukun timber, rheological model, phenomenological model Abstract Materials and Construction Technologies, Department of Civil and Environmental Engineering, Gadjah Mada University, Grafika Street # 2, UGM campus, Sleman, Yogyakartaĭepartment of Civil Engineering, Faculty of Engineering, Mataram University, Majapahit street # 62, Nusa Tenggara Barat Research Group of Innovative Sustainable Infrastructure
