A. Esmaeily, K. Larson, R. J. Peterman (2007). "Time-dependent characteristics of a Self-Consolidating Concrete mix for PC concrete bridge girders." In Proceedings of FraMCoS 6, Catania, Italy.
A. Esmaeily, K. Larson, R. J. Peterman. "Time-dependent characteristics of a Self-Consolidating Concrete mix for PC concrete bridge girders." Paper presented at FraMCoS 6, Catania, Italy, 2007.
A. Esmaeily, K. Larson, R. J. Peterman, "Time-dependent characteristics of a Self-Consolidating Concrete mix for PC concrete bridge girders," in Proc. FraMCoS 6, Catania, Italy, 2007.
@inproceedings{a-esmaeily2007,
title = {Time-dependent characteristics of a Self-Consolidating Concrete mix for PC concrete bridge girders},
author = {A. Esmaeily, K. Larson, R. J. Peterman},
year = {2007},
booktitle = {Proceedings of FraMCoS 6},
address = {Catania, Italy},
}
TY - CPAPER
TI - Time-dependent characteristics of a Self-Consolidating Concrete mix for PC concrete bridge girders
AU - A. Esmaeily
AU - K. Larson
AU - R. J. Peterman
PY - 2007
T2 - Proceedings of FraMCoS 6
CY - Catania, Italy
UR - https://framcos.org/wp-content/uploads/framcos-papers/Time-dependent_characteristics_of_a_Self-Consolidating_Concrete_mix_for_PC_concr.pdf
AB - Creep and shrinkage test results of the proposed SCC mix for bridge girders (in the state of Kansas) are presented. Four bridge girders with an inverted tee profile were used to measure the creep and shrinkage in typical bridge girders. In two of the girder specimens the strands were tensioned to seventy-five percent of ultimate tensile strength. The strands of the other two girder specimens used were left un- tensioned to evaluate the shrinkage effect of the concrete. In addition, the fully tensioned girder specimens were used to determine the transfer length of the pre-stressing strand.
ER -
