MODELING STRUCTURAL INSULATED PANEL (SIP) FLEXURAL CREEP DEFLECTION

Citation
Sb. Taylor et al., MODELING STRUCTURAL INSULATED PANEL (SIP) FLEXURAL CREEP DEFLECTION, Journal of structural engineering, 123(12), 1997, pp. 1658-1665
Citations number
19
Categorie Soggetti
Engineering, Civil","Construcion & Building Technology
ISSN journal
07339445
Volume
123
Issue
12
Year of publication
1997
Pages
1658 - 1665
Database
ISI
SICI code
0733-9445(1997)123:12<1658:MSIP(F>2.0.ZU;2-1
Abstract
Creep testing of oriented strand board/foam structural insulated panel s (SIPs) was conducted to measure the midspan creep deflections of SEP beams loaded in quarter point and to test the effects of SIP thicknes s, load duration, as well as core shear stress. A relative deflection relationship was generated for both the expanded polystyrene (EPS) and urethane SIPs from the faw creep deflection data that had been screen ed based on previously determined limits of viscoelastic linearity. A five element, four element, and three element viscoelastic model along with a power model were all used in the validation procedure to predi ct the three month relative creep deflection. EPS SIPs were tested at the 2/3 stress level for six months to determine the model capability in predicting relative deflections beyond the experimental time span. Both the five element and the power model were recommended for predict ing the EPS and urethane SIP relative deflections for the three month load duration.