Research on the characterization of surface load on concrete column subjected to blast loads

The determination of the load on the surface of structural element subjected to the blast loading is one of the most important issues in the anti-blast design. For the common column, the influence of deflection effect of shock wave around the column on the load characteristic is magnificent as the s...

Full description

Bibliographic Details
Main Authors: Wang, Z., Zhang, B., Hao, Hong, Li, J., Bai, C.
Format: Journal Article
Published: 2012
Online Access:http://hdl.handle.net/20.500.11937/41941
_version_ 1848756282576601088
author Wang, Z.
Zhang, B.
Hao, Hong
Li, J.
Bai, C.
author_facet Wang, Z.
Zhang, B.
Hao, Hong
Li, J.
Bai, C.
author_sort Wang, Z.
building Curtin Institutional Repository
collection Online Access
description The determination of the load on the surface of structural element subjected to the blast loading is one of the most important issues in the anti-blast design. For the common column, the influence of deflection effect of shock wave around the column on the load characteristic is magnificent as the section of column is small compared with its length. It is meaningful to establish the characteristic of the load distribution on the column surface. The distribution of load on the column was studied through the field test and the numerical simulation. Through the test the real loads and their variation history were measured. Based on the test, a series of numerical simulations were done to analyze the loads on the columns with different sizes of the section. The relation between loads and the column sizes were established. The calculated results were in agreement with the measured results. These results are useful to the anti-blast design of construction.
first_indexed 2025-11-14T09:09:43Z
format Journal Article
id curtin-20.500.11937-41941
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T09:09:43Z
publishDate 2012
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-419412017-01-30T14:56:33Z Research on the characterization of surface load on concrete column subjected to blast loads Wang, Z. Zhang, B. Hao, Hong Li, J. Bai, C. The determination of the load on the surface of structural element subjected to the blast loading is one of the most important issues in the anti-blast design. For the common column, the influence of deflection effect of shock wave around the column on the load characteristic is magnificent as the section of column is small compared with its length. It is meaningful to establish the characteristic of the load distribution on the column surface. The distribution of load on the column was studied through the field test and the numerical simulation. Through the test the real loads and their variation history were measured. Based on the test, a series of numerical simulations were done to analyze the loads on the columns with different sizes of the section. The relation between loads and the column sizes were established. The calculated results were in agreement with the measured results. These results are useful to the anti-blast design of construction. 2012 Journal Article http://hdl.handle.net/20.500.11937/41941 restricted
spellingShingle Wang, Z.
Zhang, B.
Hao, Hong
Li, J.
Bai, C.
Research on the characterization of surface load on concrete column subjected to blast loads
title Research on the characterization of surface load on concrete column subjected to blast loads
title_full Research on the characterization of surface load on concrete column subjected to blast loads
title_fullStr Research on the characterization of surface load on concrete column subjected to blast loads
title_full_unstemmed Research on the characterization of surface load on concrete column subjected to blast loads
title_short Research on the characterization of surface load on concrete column subjected to blast loads
title_sort research on the characterization of surface load on concrete column subjected to blast loads
url http://hdl.handle.net/20.500.11937/41941