E Tekleab, T Wondimu - Advances in Civil Engineering, 2022 - Wiley Online Library
… , the behavior of plain concrete and SFRCslab-on-grade has … the impact resistance of slab-on-grade and the influence of … the response of SFRCslab-on-grade under impact loading. …
A Meda, GA Plizzari, V Slowik - Fracture Mechanics of Concrete …, 2001 - framcos.org
… An elastic approach is inappropriate for SFRCslabs since fibers do not have a significant … A suitable design method for SFRCslabs should consider the significant post-peak strength …
JA McMahon, AC Birely - Engineering Structures, 2018 - Elsevier
… SFRCslabs. Applying the results of the tests to sample bridges, it was demonstrated that SFRC … Slab strip s7505btm23 failed due to fracture of the rebar; all other tests were concluded …
B Leporace-Guimil, A Mudadu, A Conforti… - Engineering …, 2022 - Elsevier
… of the structure where tensile stresses arising from the action effects, it is possible to define the value of K O to be used in the design of SFRC elevated slabs. In the case of cracks at the …
B Belletti, R Cerioni, A Meda, GA Plizzari - … of FRAMCOS5 Conference …, 2004 - framcos.org
… In order to better understand fracturebehavior of SFRCslabs on grade and to investigate the reliability of the numerical model here proposed, the previously presented experimental …
… The fracture energy and the shape of the softening branch of SFRC were evaluated from the … performance by simulating the behaviour of SFRCslabs supported on other materials such …
L Gödde, P Mark - Materials and Structures, 2015 - Springer
… to investigate different slab tests. It allows for large-sized SFRCslab structures with and without … Based on a fracture mechanics approach \(F_{\text{cc}}^{\text{f}}\) is elaborated from \(F_{\…
S Zhang, C Zhang, L Liao - Construction and Building Materials, 2019 - Elsevier
… -cracking behaviour of steel fibre reinforced concrete (SFRC) … post-cracking tensile strength of SFRC. Furthermore, the influence of … inductive tests on cubic SFRC specimens. To directly …
… , UTT and DEWST specimens do not have a fracture area large enough to consider as homogeneous the mechanical behaviour identified by these tests. To overcome this problem, a …