Log in to save to my catalogue

Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions

Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_pubmedcentral_primary_oai_pubmedcentral_nih_gov_8122739

Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions

About this item

Full title

Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions

Publisher

Switzerland: MDPI AG

Journal title

Materials, 2021-04, Vol.14 (9), p.2130

Language

English

Formats

Publication information

Publisher

Switzerland: MDPI AG

More information

Scope and Contents

Contents

To enhance structural performance of concrete and reduce its self-weight, ultra-high-performance concrete (UHPC) with superior structural performance has been developed. As UHPC members with 180 MPa or above of the compressive strength can be designed, a rational assessment of thin-walled UHPC structural member may be required to prevent unexpected...

Alternative Titles

Full title

Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions

Authors, Artists and Contributors

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_pubmedcentral_primary_oai_pubmedcentral_nih_gov_8122739

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_pubmedcentral_primary_oai_pubmedcentral_nih_gov_8122739

Other Identifiers

ISSN

1996-1944

E-ISSN

1996-1944

DOI

10.3390/ma14092130

How to access this item