Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model

The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.

Bibliographic Details

Published in:	Budownictwo i Architektura
Main Authors:	Tadeusz Urban, Jakub Krakowski
Format:	Article
Language:	English
Published:	Lublin University of Technology 2014-09-01
Subjects:	column – slab connection effective concrete strength high strength concrete reinforced concrete slab column, load carrying capacity edge connection
Online Access:	https://ph.pollub.pl/index.php/bia/article/view/1816