Abstract
The temperature stress crack [1] in wall reduced the quality of wall, at the same time made sensory and psychological adverse effects on the residents. This paper is based on principle of temperature stress cracks, use ANSYS to establish models of concrete perforated brick masonry, through research on the maximum stress and horizontal displacement of the top end by finite element method, mainly studies on the influence of door and window openings on temperature effect of masonry, and advices the porosity of building exterior wall should be take 11.6 ~ 23.2%.
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.
