Seismic performance of confined prestressed hollow core wall panels part II: Numerical simulation and analysis

• Published in: Journal of Building Engineering 2024-04, Vol.83, p.108417, Article 108417
• Main Authors: Zhou, Ying, Wang, Rui, Lu, Yiqiu
• Format: Article
• Language: English
• Subjects: Boundary element; Building design; Confining element; Finite element analysis; Innovative structural system; Precast concrete; Prefabrication; Prestressed hollow core wall panel; Prestressed hollow core wall structure; Rapid construction; Structural modeling
• ISSN: 2352-7102; 2352-7102
• DOI: 10.1016/j.jobe.2023.108417

In Part I of this research, confined prestressed hollow core wall structures were proposed and experimental tests of 19 specimens were conducted to study its mechanical behaviors. In this part, a detailed finite element model was developed in ANSYS to provide a tool for further investigating the seismic behaviors of confined prestressed hollow core wall structures. Contact elements were applied to simulate the interaction between material interfaces. Techniques in ANSYS including coupling of degrees of freedom (CP) of overlapped nodes and deactivation of concrete elements (EKILL) were adopted, along with restart analysis (REST) to simulate nonlinear mechanical behaviors of the structural system. The developed modeling method was verified by the experimental test results and was shown to accurately predict the global and local behaviors such as failure modes and load bearing capacities of precast hollow core walls. Parametric analysis on shear span ratio, axial load ratio, rigidity of floor systems as well as strength of vertical wall-wall joints was conducted, and relevant design recommendations were provided for prestressed hollow core wall structures. Results show that for a ductile prestressed hollow core wall structure, the axial load ratio is recommended to be smaller than 0.06 and the story number less than 5. Influence of rigidity of floor systems requires further study with dynamic tests, but low-strength vertical wall-wall joint is highly recommended for this system. Two analytical mechanisms that are shear-flexural mechanism and truss mechanism were proposed for calculation of load bearing capacities. These two mechanisms provide good predictions for an upper bound and a lower bound for load bearing capacities of prestressed hollow core walls, respectively. From Part I and II of this research, the mechanical behaviors of prestressed hollow core wall structures are verified experimentally, numerically, and theoretically, and it is concluded that they can be used as a potential choice for low-rise buildings in rural areas. •A unique numerical modeling method is developed for confined prestressed hollow core wall panels.•Deformation mechanisms and calculation formulae are proposed for various failure modes.•Recommendations are made for seismic design of prestressed hollow core wall structures.