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COMPOSITE STRUCTURES, DESIGN, SAFETY AND INNOVATION(Elsevier 2005出版)复合材料的结构，设计，安全性和创新性
0 V4 L% l$ j o7 Z: H! y% m& iFirst edition 2005
2 G. d8 O4 ^ h+ |; ~ISBN: 0-080-44545-4: e' g- [7 \- ~) ^# D, L# X8 t5 w
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-1992
( z3 o0 }7 i2 L* |0 d(Permanence of Paper).
2 t0 z& a5 @# K5 _( r- PPrinted in Great Britain.2 ^ c2 i) d* ]) F$ ^& [; k
4 Q* x6 j/ S# l1 R- K4 _% A
Book Description:
0 ]: Q$ H# l( P- \) e7 c1 Y5 xAerospace structural design, especiallyfor large aircraft, is an empirical pursuit dominated by rules of thumband often-painful service experiences. Expertise on traditionalmaterials is not transferable to new materials, processes andstructural concepts. This is because it is not based on or derived fromwell-defined measures of safety. This book addresses the need for safeinnovation based on practical, explicit structural safety constraintsfor use in innovative structures of the future where guiding serviceexperience is non-existent.
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& G5 S1 y% \: T- TContents
8 z7 T7 i! u9 w1 P: L; G3 q1 o9 J* Chapter 1. Introduction
/ V& ^% ^8 v3 W! \) d( p: s5 G7 a% ]o 1.1. TRADITIONAL DESIGN IN AEROSPACE
- E$ `, b& i( i4 b( }8 ~8 fo 1.2. CONVENTIONAL SAFETY IN AEROSPACE# N' T) D7 l) M5 O) ^
o 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES+ ?( F1 o: D, ]9 y5 k) l z
o 1.4. COMPOSITES- L) Q' g! f, b/ H D7 x3 F$ @6 O' z
* Chapter 2. Structural Design2 J6 ^4 t( R: m/ j" p7 B% c
o 2.1. DAMAGE TOLERANCE0 ~# W9 L; R# C8 X5 f" ~/ ]7 N. q
o 2.2. STRUCTURAL INTEGRITY
( f8 g2 H; ~6 L- s+ \0 ]1 X1 b- ~o 2.3. EXPLICIT DESIGN CONSTRAINTS
- Y& C! x7 L( u) |8 \3 g `o 2.4. UNCERTAINTY IN DESIGN
. W/ c, v) A- r! l1 Yo 2.5. THE EXTENDED DESIGN PROCESS
0 h5 u" d% Y& ^0 h0 d0 E* Chapter 3. Structural Safety0 C! Q0 G9 {2 X( S |0 }$ d5 ]
o 3.1. PRIMARY DRIVERS
- M8 M# m6 [/ H" n1 eo 3.2. RISK MANAGEMENT
) i( t5 W8 ?; |" ko 3.3. IMPORTANCE OF SAFETY REGULATIONS1 P+ u3 U5 o) m9 L& s/ e
o 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE
% O$ S: x& N7 i+ u* Chapter 4. Innovation l: D9 c Z) w" W0 q! r+ e
o 4.1. SERVICE EXPERIENCE
$ R! I5 e& o+ q, } io 4.2. CRITICALITY6 D4 @% ]5 p: N4 O$ @
o 4.3. DAMAGE TOLERANCE
% C. e" V6 G4 z Lo 4.4. INDUCTIVE METHODS& G9 @ ?5 k; p5 Y+ ~/ f, N; @
* Chapter 5. Safety Objectives
7 M: t9 f; i' ?. N) _5 U2 h% Po 5.1. SAFETY AS A FUNCTION OF TIME, [) G) v# q/ J. k8 M y- v# f% _% @
o 5.2. INSPECTION, y' q1 a2 O8 n" V7 w9 u
o 5.3. ACCIDENTAL DAMAGE' v& j5 y8 D; W* Y* Z9 B. o0 ^7 H
o 5.4. DESIGN DATA AND ALLOWABLES
" O8 R/ R. | r, ^& P* Chapter 6. Risk Management
; ?8 y8 e" V" A |" Z% yo 6.1. UNSAFE STATE4 N* B' D! i* G+ c6 S5 _$ E* V0 E
o 6.2. ROLE OF INSPECTIONS) M% e# X" B- n( j% k k- T
o 6.3. FUNCTION OF TIME AND INSPECTION APPROACH
2 ]) i) `* @, ]# Do 6.4. UNCERTAINTY
6 y! T) g4 F& g% w! W9 o- ]' ^* Chapter 7. Trades
! | D/ k4 w* Y( |: L/ E' \% Ao 7.1. IMPACT$ U1 n/ Z9 Y' \5 n# P7 ?
o 7.2. DEGRADATION6 I; y% R* b0 W" C$ Z4 p- { \
o 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS) e0 r; d. j/ A0 j& X
o 7.4. REPAIR
3 K& h. w F' u& Y* Chapter 8. Building Block Approach
% [* ]$ q- F) K8 k6 [4 Fo 8.1. COMPONENTS AND SCALE-UP
* D3 y+ s4 o+ }) c# fo 8.2. ALLOWABLES [+ m0 Y' }' o' u8 L& Y
o 8.3. CRITICALITY
1 i1 S( o' ]9 |: a% W/ ~ eo 8.4. CURRENT PRACTICES9 F! o1 a9 r. ]
o 8.5. FACTORS OF SAFETY6 ]* R& u) h' R' _- {* r1 I9 K
* Chapter 9. Design Scenarios& c# U0 F% s; t) F$ r
o 9.1. DAMAGED METAL STRUCTURE, C5 m& \) ]. v, g
o 9.2. DAMAGED COMPOSITE STRUCTURE
# X/ s* i4 @5 Y# L* no 9.3. DAMAGE CRITERIA" f5 `. f6 c0 J% I, H. X8 S2 r
o 9.4. STRUCTURAL ALLOWABLES: H: K1 `; T2 g E0 \
o 9.5. LIMIT LOADS REQUIREMENTS. \8 m" [7 Y$ n, F# a P7 J+ N
o 9.6. NEW STRUCTURAL CONCEPTS e4 N1 c+ @4 Z- o& G2 W3 }! c/ }
* Chapter 10. The Design Process
. @# k* b& U* Z1 X( \0 K8 jo 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE
! p# ?( @5 X& p3 W4 `- u5 `& Vo 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE
7 e1 f# c, s; Ko 10.3. DAMAGE TOLERANCE
3 I& e1 S7 s! L8 q+ J5 [) go 10.4. DISCRETE SOURCE DAMAGE% M1 X! J" j* y: R" k% A) b+ u
o 10.5. DESIGN VARIABLES0 p6 @% Y2 q! v! W E D
o 10.6. CRITERIA DAMAGE0 a) V1 W2 W0 _
o 10.7. CRITICAL DAMAGE TYPE6 E7 d: M) _" N. x$ S# r
* Chapter 11. Damage and Detection
+ G$ M* C3 r& {# go 11.1. FAILED DETECTION
- @. ?& z$ q) a" Y1 k8 X% R) uo 11.2. MANUFACTURING DAMAGE( z4 h. C# I2 d0 u. d0 @6 v0 q
o 11.3. MAINTENANCE DAMAGE
6 q% Q6 J- H: j/ u5 B2 Zo 11.4. ACCIDENTAL DAMAGE
( \2 B0 h' q$ d! z1 `5 z: Y% oo 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE) l9 I2 C4 z: t; ~% t+ X5 J4 u% j
o 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING )
* [! g0 V' v- K) C$ R- Z3 |o 11.7. GROWTH AND DAMAGE
$ H8 k! v5 g1 w# \o 11.8. ULTIMATE STRENGTH AND DAMAGE* O, u, ?: r* ~: ?
o 11.9. SAFETY AND DAMAGE
6 [/ f- [4 J# F- A* Chapter 12. Design Philosophy
; H# f" i' I& J; k! B8 n; Oo 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS/ J' p& K8 K" z& m
o 12.2. DAMAGE AND RESIDUAL STRENGTH$ B! l* ? Z5 t: ~6 y
o 12.3. ALLOWABLE AND DESIGN VALUES
$ ?% {& ^# l k9 S" F( [1 X4 Po 12.4. ULTIMATE STRENGTH DESIGN VALUES
7 [1 o! B. W& N! f- k5 ]' Co 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY2 u5 k! D5 d; P1 ^2 v0 Z! C
o 12.6. UNSAFE STATE AND DESIGN
# A& _# R9 E$ T9 ]9 ^3 S Go 12.7. ULTIMATE INTEGRITY AND DESIGN- E7 ]" l# u7 ~* b+ I
o 12.8. SURVIVAL PHILOSOPHY
6 b9 i' l, Q1 ~$ n/ [( `5 y* Chapter 13. Analysis of Design Criteria! ?% p5 o+ M/ e) l" x' p8 X! i
o 13.1. VEHICLE OBJECTIVE
9 a7 l1 n( K. r4 d: p+ Do 13.2. OVERALL STRUCTURES OBJECTIVE p& x0 ~2 Q* U/ \5 i
o 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA
5 J* Y7 t4 k" Jo 13.4. ULTIMATE REQUIREMENT: K+ y8 Z9 u1 o' |. l
o 13.5. DAMAGE TOLERANCE REQUIREMENTS( a9 |- M0 u. B9 f$ j
o 13.6. INSPECTION CRITERIA+ F$ n8 ~ B( ~2 Y$ C
o 13.7. DAMAGE GROWTH RATES CRITERIA4 u0 `% V% s& c: m3 d& q/ \6 L
o 13.8. THREAT AND DAMAGE CRITERIA
B7 |* u- F8 Z! to 13.9. SAFETY CRITERIA BASELINE
! W; V% M: {0 po 13.10. SCALE-UP CRITERIA7 F$ k+ f+ K# R) \6 t2 L! u- I
o 13.11. FAILURE CRITERIA
( G% d9 V# X$ h; Ao 13.12. MONITORING AND FEEDBACK CRITERIA/ f) o" m% y7 d
o 13.13. OPEN-HOLE COMPRESSION CRITERIA
! [' W; X0 q- p; U4 U- l! v7 B$ eo 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE& d5 N* a. m0 d4 }
* Chapter 14. Design Example) E. }3 ^% y& F) ^
o 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN3 [/ q/ e8 Q' K& d
o 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN% f3 r" ]: S) L: Y
o 14.3. FAIL-SAFE CRITERIA IN DESIGN" H8 d" u2 A( V/ l O( C9 e
o 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE* }9 J! d0 n9 D; {: z2 _3 x6 L; `1 B; _
o 14.5. CRITICAL DAMAGE TOLERANCE DESIGN7 L: b0 W% e" e9 F3 S* b
o 14.6. TYPES OF DATA FOR DESIGN
' `. g6 L( f! A9 C2 H; [* @1 W* Chapter 15. Design of Composite Structure! c0 l* ^4 P3 L" b
* Appendix
: R6 o1 S9 W& j. F1 a1 ho A. A MODEL OF ULTIMATE INTEGRITY# _8 h, v; c8 |6 F! L
o B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS
- q# Z" [' [2 L5 G* References @: Q/ ^1 R6 `" V; G
* Index+ a: n6 b8 h3 T+ o
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发表于 2008-8-5 16:00:19
