H. Nakamura, M. Kunieda, N. Ueda, W. Srisoros, Y. Ishikawa (2007). "Assessment of a tensile constitutive model considering various loading histories for early age concrete." In Proceedings of FraMCoS 6, Catania, Italy.
H. Nakamura, M. Kunieda, N. Ueda, W. Srisoros, Y. Ishikawa. "Assessment of a tensile constitutive model considering various loading histories for early age concrete." Paper presented at FraMCoS 6, Catania, Italy, 2007.
H. Nakamura, M. Kunieda, N. Ueda, W. Srisoros, Y. Ishikawa, "Assessment of a tensile constitutive model considering various loading histories for early age concrete," in Proc. FraMCoS 6, Catania, Italy, 2007.
@inproceedings{h-nakamura2007,
title = {Assessment of a tensile constitutive model considering various loading histories for early age concrete},
author = {H. Nakamura, M. Kunieda, N. Ueda, W. Srisoros, Y. Ishikawa},
year = {2007},
booktitle = {Proceedings of FraMCoS 6},
address = {Catania, Italy},
}
TY - CPAPER
TI - Assessment of a tensile constitutive model considering various loading histories for early age concrete
AU - H. Nakamura
AU - M. Kunieda
AU - N. Ueda
AU - W. Srisoros
AU - Y. Ishikawa
PY - 2007
T2 - Proceedings of FraMCoS 6
CY - Catania, Italy
UR - https://framcos.org/wp-content/uploads/framcos-papers/Assessment_of_a_tensile_constitutive_model_considering_various_loading_histories.pdf
AB - Flexural tests were carried out under the several loading conditions, to verify a constitutive model subject to both hardening process and loading histories for early age concrete. A method of specifying the shape of a bilinear tension softening curve using a volume function produced from time-dependent changes in various material properties was proposed, with its validity being verified by comparison with test results. Then, a technique of superposing a stress-strain curve specified using the volume function for each time step was analytically verified using the Rigid-Body-Spring Model. This technique roughly reproduced the load-CMOD curves obtained from the tests, proving its…
ER -
