Numerical prediction of punching behavior of RC slabs using 3D non-linear FE analysis
Paper i proceeding, 2016

This study was conducted by carrying out nonlinear FE analysis of RC slabs subjected to punching failure, using three-dimensional (3D) continuum elements. The influence of several modelling choices for concrete material were investigated by comparing results such as load-carrying capacity, load-deflection response and crack pattern from the FE analyses with available experimental data. The analyses of the tested slabs show possibility to accurately predict the load-carrying capacity and realistically simulate the behavior of slabs using the proposed method.

Författare

Jiangpeng Shu

Chalmers, Bygg- och miljöteknik, Konstruktionsteknik

Mario Plos

Chalmers, Bygg- och miljöteknik, Konstruktionsteknik

Kamyab Zandi

Chalmers, Bygg- och miljöteknik, Konstruktionsteknik

Morgan Johansson

Chalmers, Bygg- och miljöteknik, Konstruktionsteknik

Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks - Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016

1607-1611

Ämneskategorier

Samhällsbyggnadsteknik

ISBN

978-1-4987-7703-2

Mer information

Skapat

2017-10-08