@inproceedings{16563566fda14fd0bfb3bf38217e1836,
title = "Extended strip model for slabs subjected to a combination of loads",
abstract = "Reinforced concrete slab bridges are assessed for a combination of loads that include self-weight, superimposed loads, and distributed and concentrated live loads. The shear capacity of reinforced concrete slabs subjected to a combination of loads is thus an important topic for the assessment of existing bridges. Currently, a plastic model exists for the assessment of reinforced concrete solid slabs subjected to a concentrated load: the Extended Strip Model, based on the Strip Model for concentric punching shear. To apply this model to slabs subjected to a combination of loads, the model needs to be adapted based on theoretical principles. The results are then compared with the results from experiments on half-scale slab bridges subjected to a combination of a concentrated load close to the support and a line load. The result of this comparison is that the proposed method is suitable to find a safe estimate of the maximum concentrated load on the slab. The implication of this development is that an improved tool is available to estimate the maximum load of a truck that can be placed on a reinforced concrete bridge, thus improving the current assessment.",
keywords = "Experiments, Extended Strip Model, Punching, Shear, Slabs",
author = "Lantsoght, {Eva O.L.} and {Van Der Veen}, Cor and {De Boer}, Ane",
note = "Publisher Copyright: {\textcopyright} Springer International Publishing AG 2018.; 2017 fib Symposium - High Tech Concrete: Where Technology and Engineering Meet ; Conference date: 12-06-2017 Through 14-06-2017",
year = "2017",
doi = "10.1007/978-3-319-59471-2_76",
language = "Ingl{\'e}s",
series = "High Tech Concrete: Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium",
publisher = "Springer International Publishing",
pages = "641--649",
editor = "Hordijk, {Dick A.} and Mladena Lukovic",
booktitle = "High Tech Concrete",
}