A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2021; you can also visit the original URL.
The file type is application/pdf.
La nécessité d'accepter des tractions dans le béton précontraint
1968
Preserved Fulltext
An attentive examination of the bridges which have been calculated as fully prestressed shows that their concrete is in fact often subjected to some tensile stresses. Under some conditions the tensile stresses do not damage the prestressed structures.
doi:10.5169/seals-8837
fatcat:w2654lhfjvhyja5ac4s5bpxjsa