T-stress expressions are provided for three-point bending (TPB) beams and compact tension (CT) specimens and then its influence on mode I fracture toughness of concrete is investigated. The study shows that T-stress is dependent on the specimen's geometry and the material's property as well, and for TPB and CT specimens of regular size, T-stress is so small that its consequences can be neglected. The study also indicates that concrete specimen size should be carefully chosen to make sure the existence of K-dominance ahead of the crack tip, thus fracture toughness extracted from these specimen configurations can be reliable.
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Yan-hua Zhao 1; Bo-han Xu 1
@article{CRMECA_2014__342_8_490_0, author = {Yan-hua Zhao and Bo-han Xu}, title = {Effect of {\protect\emph{T}-stress} on the {mode-I} fracture toughness of concrete}, journal = {Comptes Rendus. M\'ecanique}, pages = {490--500}, publisher = {Elsevier}, volume = {342}, number = {8}, year = {2014}, doi = {10.1016/j.crme.2014.03.001}, language = {en}, }
Yan-hua Zhao; Bo-han Xu. Effect of T-stress on the mode-I fracture toughness of concrete. Comptes Rendus. Mécanique, Volume 342 (2014) no. 8, pp. 490-500. doi : 10.1016/j.crme.2014.03.001. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.1016/j.crme.2014.03.001/
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