Publication

Dependency of punching shear resistance and membrane action on boundary conditions of reinforced concrete continuous slabs

Aurelio Muttoni
2019
Conference Papers

Abstract

The design of reinforced concrete flat slabs can be governed at failure by punching shear close to concentrated loads or columns. Geometrical features, reinforcement layouts and in-plane forces provided by external vertical elements, such as shear walls, can affect the membrane action and, consequently, the punching shear resistance. This paper presents a study on reinforced concrete continuous flat slab whose lateral expansion is restrained by the presence of vertical elements considering also shrinkage effects.

Official source

https://infoscience.epfl.ch/entities/publication/0a6ed137-990c-404f-baef-86436799c091

About this result

This page is automatically generated and may contain information that is not correct, complete, up-to-date, or relevant to your search query. The same applies to every other page on this website. Please make sure to verify the information with EPFL's official sources.

Graph Chat

Chat with Graph Search

Ask any question about EPFL courses, lectures, exercises, research, news, etc. or try the example questions below.

DISCLAIMER: The Graph Chatbot is not programmed to provide explicit or categorical answers to your questions. Rather, it transforms your questions into API requests that are distributed across the various IT services officially administered by EPFL. Its purpose is solely to collect and recommend relevant references to content that you can explore to help you answer your questions.

Dependency of punching shear resistance and membrane action on boundary conditions of reinforced concrete continuous slabs

Chat with Graph Search

Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement

A Design Method in Grasshopper for Efficient Material Use in Concrete Slabs

Shear and steel-fibre reinforcement for the punching resistance of flat slabs at internal and edge columns