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
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Publisher
Switzerland: MDPI AG
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Language
English
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Switzerland: MDPI AG
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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...
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Full title
Theoretical Local Buckling Behavior of Thin-Walled UHPC Flanges Subjected to Pure Compressions
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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
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ISSN
1996-1944
E-ISSN
1996-1944
DOI
10.3390/ma14092130