The Constructive, Dynamic and Technological Performance of Anchors with Strands for Strengthening the Foundation System Buildings
Dată
2015Autor
Alexandru, Carmen
Abstract
The paper presents the special joint systems type anchor - concrete. The study
was conducted with the hypothesis according to which the steel anchors are
provided through longitudinal cuts in the form of "fringe" as segments evenly
arranged at the end of the joint.
These are expanded by the initial assembly through an inner cone extracted
during the fixation process. Steel anchors have linear elastic behavior, both
on axial direction and the lateral direction the vertical direction of the
commit request. The anchor-concrete interface separation strength is provided
only by axial pull friction force without a slipping or sliding trend.
Colecții
- 2015 fascicula14 nr2 [18]