Language:
English
繁體中文
Help
回圖書館首頁
手機版館藏查詢
Login
Back
Switch To:
Labeled
|
MARC Mode
|
ISBD
Air-blast effects on civil structures.
~
Shin, Jinwon.
Linked to FindBook
Google Book
Amazon
博客來
Air-blast effects on civil structures.
Record Type:
Electronic resources : Monograph/item
Title/Author:
Air-blast effects on civil structures./
Author:
Shin, Jinwon.
Description:
421 p.
Notes:
Source: Dissertation Abstracts International, Volume: 75-11(E), Section: B.
Contained By:
Dissertation Abstracts International75-11B(E).
Subject:
Civil engineering. -
Online resource:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3629848
ISBN:
9781321072365
Air-blast effects on civil structures.
Shin, Jinwon.
Air-blast effects on civil structures.
- 421 p.
Source: Dissertation Abstracts International, Volume: 75-11(E), Section: B.
Thesis (Ph.D.)--State University of New York at Buffalo, 2014.
The effects of detonations of high explosives are the focus of this dissertation. Analyses are performed using computational fluid dynamics (CFD) and finite element codes, theoretical formulations and empirical data.
ISBN: 9781321072365Subjects--Topical Terms:
860360
Civil engineering.
Air-blast effects on civil structures.
LDR
:03458nmm a2200337 4500
001
2068692
005
20160428074926.5
008
170521s2014 ||||||||||||||||| ||eng d
020
$a
9781321072365
035
$a
(MiAaPQ)AAI3629848
035
$a
AAI3629848
040
$a
MiAaPQ
$c
MiAaPQ
100
1
$a
Shin, Jinwon.
$3
3183652
245
1 0
$a
Air-blast effects on civil structures.
300
$a
421 p.
500
$a
Source: Dissertation Abstracts International, Volume: 75-11(E), Section: B.
500
$a
Adviser: Andrew S. Whittaker.
502
$a
Thesis (Ph.D.)--State University of New York at Buffalo, 2014.
520
$a
The effects of detonations of high explosives are the focus of this dissertation. Analyses are performed using computational fluid dynamics (CFD) and finite element codes, theoretical formulations and empirical data.
520
$a
The effects of detonations of high explosives at (TNT) radial expansions of less than 7 (or Z ≤ 0.37 m/kg1/3) are characterized in terms of incident and reflected overpressures and impulses. Calculations are performed to verify a CFD code; estimate blast effects using 1D models; predict incident overpressures and impulses; provide guidance on the use of reflecting and transmitting boundaries in 2D and 3D models, and provide recommendations on cell size for CFD analysis. The complex wave field in the Mach stem region is studied.
520
$a
Air-blast parameters, including incident and reflected overpressures and impulses, are typically estimated for protective design using charts developed by Kingery and Bulmash. The charts underpredict incident and normally reflected overpressures and incident impulse near the face of the charge. Numerical analyses of detonations of spherical charges of TNT in free air are performed to understand the shortcomings of current approaches and to provide data for the development of new equations and design charts for incident and normally reflected overpressures and impulses and for shock-front arrival time.
520
$a
Reflection coefficients are often used to transform incident overpressures to reflected overpressures; these coefficients vary as a function of the angle of incidence. Values for the reflection coefficient are available in textbooks and technical manuals but these values vary by document, especially in the region of Mach reflection. Numerical studies are presented to resolve differences between the documents. Recommendations for design practice are provided.
520
$a
Material erosion is often used for simulations of extreme damage to structural components, and elements are eroded from a finite element mesh based on user-specified criteria. Single element simulations of concrete are performed to establish reliable values of concrete erosion strain as a function of strain rate, compressive strength, element size and loading condition. Numerical simulations of a sample reinforced concrete column subjected to blast loadings are undertaken to demonstrate the utility of the proposed erosion criteria and to characterize, for a single case, the importance of concrete compressive strength, transverse reinforcement, and axial load on estimations of damage.
590
$a
School code: 0656.
650
4
$a
Civil engineering.
$3
860360
650
4
$a
Architectural engineering.
$3
3174102
650
4
$a
Mechanical engineering.
$3
649730
690
$a
0543
690
$a
0462
690
$a
0548
710
2
$a
State University of New York at Buffalo.
$b
Civil, Structural and Environmental Engineering.
$3
1023703
773
0
$t
Dissertation Abstracts International
$g
75-11B(E).
790
$a
0656
791
$a
Ph.D.
792
$a
2014
793
$a
English
856
4 0
$u
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3629848
based on 0 review(s)
Location:
ALL
電子資源
Year:
Volume Number:
Items
1 records • Pages 1 •
1
Inventory Number
Location Name
Item Class
Material type
Call number
Usage Class
Loan Status
No. of reservations
Opac note
Attachments
W9301560
電子資源
11.線上閱覽_V
電子書
EB
一般使用(Normal)
On shelf
0
1 records • Pages 1 •
1
Multimedia
Reviews
Add a review
and share your thoughts with other readers
Export
pickup library
Processing
...
Change password
Login