Erratum for “Tension Chord Model Modification for Uniaxial Unloading and Reloading in Elastic and Plastic States” by Robert Koppitz, Albin Kenel, and Thomas Keller
The subparts of Figs. 10, 11, and 12 were inadvertently switched during composition. ASCE regrets the errors.
The figures with the correct part labels are as follows:
Fig. 10. Experimental (solid) and modeled (dashed and dotted) steel stress and strain distribution for (a) unloading LS5 to LS6; (b) comparison of different bond stress factors after unloading; (c) reloading LS6 to LS7; (d) comparison of different bond stress factors after reloading
Fig. 11. Experimental (solid) and modeled (dashed and dotted) steel stress and strain distribution for (a) unloading LS10 to LS11; (b) comparison of different bond stress factors before unloading; (c) reloading LS11 to LS12; (d) comparison of different bond stress factors after reloading to LS12
Fig. 12. (a) Longitudinal section of Pfyl’s Beam T100.0 with placed reinforcement (dimensions in mm); (b) cross sections A-A and B-B; (c) crack pattern and installed LVDT sensors (adapted from Pfyl and Marti 2001)
Professor, Institute for Civil and Environmental Engineering, HSR Rapperswil Univ. of Applied Sciences, Oberseestrasse 10, 8640 Rapperswil, Switzerland. E-mail: [email protected]
Professor, Head of Composite Construction Laboratory, École Polytechnique Fédérale de Lausanne (EPFL), Station 16, 1015 Lausanne, Switzerland (corresponding author). E-mail: [email protected]
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