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Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and SEC Beams under Cycle Lo...

Crack Pattern and Ductility of Connections Composed of ...

Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and SEC Beams under Cycle Lo...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_1443617349

Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and SEC Beams under Cycle Loads

About this item

Full title

Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and SEC Beams under Cycle Loads

Publisher

Zurich: Trans Tech Publications Ltd

Journal title

Applied Mechanics and Materials, 2011-02, Vol.50-51, p.396-399

Language

English

Formats

Publication information

Publisher

Zurich: Trans Tech Publications Ltd

More information

Scope and Contents

Contents

In order to investigate the crack pattern and ductility of connection composed of cross shaped steel encased ultra high strength concrete (CSSEUHSC) columns and steel encased concrete (SEC) beams under cycle loads, six interior connection specimens were tested in the laboratory. It was found that cracks appeared in the connection core regions and a...

Alternative Titles

Full title

Crack Pattern and Ductility of Connections Composed of CSSEUHSC Columns and SEC Beams under Cycle Loads

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_proquest_journals_1443617349

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_proquest_journals_1443617349

Other Identifiers

ISBN

3037850205,9783037850206

ISSN

1660-9336,1662-7482

E-ISSN

1662-7482

How to access this item