Abstract
Nonlinear finite-element analysis of concrete structures is an advanced research and design tool. Its potentials are demonstrated on the computer program SBETA for analysis of reinforced concrete structures in plane stress state. The program is based on the nonlinear elastic and smeared crack constitutive model, and is equipped with an efficient graphical post-processing for representation of crack patterns and failure modes. Applications showing a shear failure mode, pull-out tests and a case from consulting practice are presented. (A)
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
