Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of ASTM C 850 Concrete Box Culverts Without Shear Connectors
Two ASTM C 850 7 x 5 reinforced concrete box culverts were fabricated, assembled without shear connectors, and loaded with simulated wheel loads. Measured deflections and reinforcing steel strains are compared with predicted deflections and moments. Crackpatterns are also reported.
Behavior of ASTM C 850 Concrete Box Culverts Without Shear Connectors
Two ASTM C 850 7 x 5 reinforced concrete box culverts were fabricated, assembled without shear connectors, and loaded with simulated wheel loads. Measured deflections and reinforcing steel strains are compared with predicted deflections and moments. Crackpatterns are also reported.
Behavior of ASTM C 850 Concrete Box Culverts Without Shear Connectors
R. W. James (Autor:in)
1983
75 pages
Report
Keine Angabe
Englisch
Shear Behavior and Mode of Failure for ASTM C1433 Precast Box Culverts
| Online Contents | 2008
Shear Behavior and Mode of Failure for ASTM C1433 Precast Box Culverts
| British Library Online Contents | 2008
| Engineering Index Backfile | 1913
Concrete culverts of Portland cement without reinforcement
Engineering Index Backfile | 1942
| Engineering Index Backfile | 1907