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Theory analysis of high strength steel-reinforced concrete joint shear capacity

Xu, Y.F. / Wang, L.G. / Cao, Y. / Liu, Z.Y.

By experimental test of 5 different samples that high strength refinforced concrete beam and high strength steel-reinforced concrete coulumn, process low cyclic reversed load test. Theory analysis comfirm the affecting factors are high strength concrete, axial compression ratio, steel and stripple. Therefore put forward a joint shear capacity formula for high strength reinforced concrete beam and high strength steel-reinforced concrete column. The theoretical predictions are consistant with experimental so that the formula can be used in engineering applications.

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Theory analysis of high strength steel-reinforced concrete joint shear capacity

Xu, Y.F. / Wang, L.G. / Cao, Y. / Liu, Z.Y.

By experimental test of 5 different samples that high strength refinforced concrete beam and high strength steel-reinforced concrete coulumn, process low cyclic reversed load test. Theory analysis comfirm the affecting factors are high strength concrete, axial compression ratio, steel and stripple. Therefore put forward a joint shear capacity formula for high strength reinforced concrete beam and high strength steel-reinforced concrete column. The theoretical predictions are consistant with experimental so that the formula can be used in engineering applications.

Theory analysis of high strength steel-reinforced concrete joint shear capacity

Xu, Y.F. / Wang, L.G. / Cao, Y. / Liu, Z.Y.

By experimental test of 5 different samples that high strength refinforced concrete beam and high strength steel-reinforced concrete coulumn, process low cyclic reversed load test. Theory analysis comfirm the affecting factors are high strength concrete, axial compression ratio, steel and stripple. Therefore put forward a joint shear capacity formula for high strength reinforced concrete beam and high strength steel-reinforced concrete column. The theoretical predictions are consistant with experimental so that the formula can be used in engineering applications.

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Order at Subito €

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Title:

Theory analysis of high strength steel-reinforced concrete joint shear capacity

Additional title:

Theoretische Analyse der Scherkapazität von hochfestem Stahlbetonverbindungen
Titel chinesisch

Contributors:

Xu, Y.F. (author) / Wang, L.G. (author) / Cao, Y. (author) / Liu, Z.Y. (author)

Published in:

Journal of Northeastern University (Natural Science) ; 24 ; 386-388

Publication date:

2003

Size:

3 Seiten, 1 Tabelle, 10 Quellen

ISSN:

Type of media:

Article (Journal)

Type of material:

Print

Language:

Unknown

Keywords:

Scherung (Werkstoff) , Stahlbeton , Verbindungselement , theoretische Analyse , hochfester Werkstoff , Axialkompression , Balken , Säule (Stütze) , Betonstahl

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