Proposed Benchmark Problem
Structural Response of
a Concrete Interface Subjected to
Reverse Cyclic Load
Prof. Victor E. Saouma
University of Colorado, Boulder/Politecnico di Milano
Eric Puntel
Politecnico di Milano

Background
During his leave of absence from the University of Colorado at the Politecnico of Milano, Prof. Saouma performed tests on large jointed concrete specimens subjected to reverse cyclic loading.
Tests were performed by Mr. Eric Puntel as part of his PhD thesis in the Structural Engineering Laboratory of Politecnico.
Computational Enthusiasts are invited/challenged to provide a numerical prediction for those tests.
Results will be compiled and presented at a forthcoming international event.

Experiments on cyclic behaviour of concrete joints

Experimental apparatus (1)

Experimental apparatus (2)

Specimen preparation

Surface Roughness

Free body diagram

Simplified 2D geometry

Boundary conditions and material properties
Plane stress
Concrete:
 E=25 GPa
 n=0.2
Compressive strength: 30 MPa
Steel
 E=206 GPa
 n=0.2
Imposed cyclic vertical load
Amplitude: 40 mm
Period: 16 minutes

Anticipated Response

REQUESTED DATA
Perform an analysis for 10 cycles.
Provide the following
Mesh Details (picture, element types, number of nodes/elements).
FE Model (Program name, constitutive model, details of analysis).
Results (COD and CSD across the interface in the center of the crack in terms of external axial load) plotted, and in excel format.
Preferred formats: Power-Point.
Send results to saouma@civil.colorado.edu before June 2005.
Additional test information can be obtained from eric@stru.polimi.it