ACI SP 315 : 2017

Foreword
Preface

Shear and moment transfer at column-slab connections

Size effect on punching shear strength of RC slabs with
and without shear reinforcement

Behavior and performance levels of reinforced concrete
slab-column connections

Size effect on punching shear strength: Differences and
analogies with shear in one-way slabs

Flexure-induced punching of concrete flat plates

3-D finite element analysis of punching shear of RC flat
slabs using ABAQUS

Effect of slab flexural reinforcement and depth on punching
strength

Review of test data for interior slab-column connections with
moment transfer

Maximum punching shear capacity of footings with new
punching shear reinforcement elements

Bridging the gap between one-way and two-way shear in
slabs

Punching and post-punching response of slabs

The Critical Shear Crack Theory for punching design: From
a mechanical model to closed-form design expressions

Punching of flat slabs under reversed horizontal cyclic
loading

Structural robustness of concrete flat slab structures

Influence of flexural continuity on punching resistance at
edge columns

Seismic retrofit of concrete slabs against punching shear:
Testing and modelling

A new method for post-installed punching shear
reinforcement

Punching failure of slab-column connections reinforced with
headed shear studs

Explains a brief description of the Strip Model, updates the model to include size effect, and shows how it can be applied to interior and edge column-slab connections transferring combinations of shear and moment.