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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 L2 d8 o1 ?" Q6 _ [
First edition 2005
$ v( P+ R, t0 a9 GISBN: 0-080-44545-48 K. ? b8 K0 R( D& o) m
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-1992 I s4 l" r. C% I% \# @6 a U
(Permanence of Paper).: m$ q" c! Z( z
Printed in Great Britain.
: m, U: a, S. X6 ~! [! C( k
# n! x; k6 w7 L6 G5 O& eBook Description:
& u+ u- a) q1 G- r; Q- b; {Aerospace 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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3 y- n2 j" y6 S8 J$ {# A! r
Contents2 M1 U) f3 i5 C& Z
* Chapter 1. Introduction8 R' k0 @$ |' I: i. {
o 1.1. TRADITIONAL DESIGN IN AEROSPACE
7 _" j. o# l* i! C& do 1.2. CONVENTIONAL SAFETY IN AEROSPACE w) [8 S+ ?; N
o 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES/ u* S6 E0 k9 X- c2 O: H) L; y
o 1.4. COMPOSITES* F4 p- L9 O+ d& z- J6 g: l& K
* Chapter 2. Structural Design; w P! n2 j' Z# P
o 2.1. DAMAGE TOLERANCE6 ]5 ~7 T, l8 ^6 P S; P9 v
o 2.2. STRUCTURAL INTEGRITY& W: V* q; d( a
o 2.3. EXPLICIT DESIGN CONSTRAINTS
1 D9 Q0 W1 C3 R1 C& ]: xo 2.4. UNCERTAINTY IN DESIGN+ x7 V5 ]* P' x; P- j
o 2.5. THE EXTENDED DESIGN PROCESS3 L2 Q) J2 n/ B% m
* Chapter 3. Structural Safety
- F( H3 D! ?# ^/ w! Z8 F2 zo 3.1. PRIMARY DRIVERS
* ~% p0 E/ R1 [o 3.2. RISK MANAGEMENT+ ?/ r) [' S8 b2 r
o 3.3. IMPORTANCE OF SAFETY REGULATIONS7 v; l1 }* j3 z( g
o 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE+ N& |$ v/ m: H" p" _" H
* Chapter 4. Innovation9 F: ?$ ^+ S7 C- ^" s* e
o 4.1. SERVICE EXPERIENCE
* a. y; G% F, R; p" p- M' q: Lo 4.2. CRITICALITY% d4 L9 s/ j# a8 `, Y; B, |
o 4.3. DAMAGE TOLERANCE4 R: l) f0 R' t& W9 V
o 4.4. INDUCTIVE METHODS" b' Z6 q0 ~# ^9 a5 M
* Chapter 5. Safety Objectives
; k, u1 r8 t8 ^' J/ b2 |o 5.1. SAFETY AS A FUNCTION OF TIME
% N" H4 U# N4 ^: Bo 5.2. INSPECTION0 [- O1 k# G/ r: V% d: c; k' @6 H
o 5.3. ACCIDENTAL DAMAGE
+ j4 _4 N+ S" O. }) Y: |o 5.4. DESIGN DATA AND ALLOWABLES y, m1 N/ r4 C
* Chapter 6. Risk Management
- h8 s0 z! ~" M i# `' I1 s* d4 {o 6.1. UNSAFE STATE
: c+ e" m' L" H) _o 6.2. ROLE OF INSPECTIONS' m: j6 D' h7 @1 ~: F {0 {# h
o 6.3. FUNCTION OF TIME AND INSPECTION APPROACH9 h7 b3 u) m) {4 _6 p
o 6.4. UNCERTAINTY
U% u9 l, p5 V* Chapter 7. Trades, ^6 p$ p+ l* w( L) B$ K
o 7.1. IMPACT
9 L6 X+ ]1 s' g/ `7 [ Do 7.2. DEGRADATION5 D& ^4 I& q2 s* |8 W
o 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS
2 L2 N2 o0 T, o8 }! ko 7.4. REPAIR
: F( ?% _9 E) X g! F8 h& i- C* Chapter 8. Building Block Approach
, a2 {( N) I" a! i) ko 8.1. COMPONENTS AND SCALE-UP
( I5 I8 ^1 f$ K+ v! d# po 8.2. ALLOWABLES
/ I. S: u# A. I- M* V% M; k% {o 8.3. CRITICALITY0 z. b! R9 R, b3 [
o 8.4. CURRENT PRACTICES$ Y1 i# Z/ v' L" Y$ v* e
o 8.5. FACTORS OF SAFETY
/ c6 a1 `$ {2 O% c6 }; @+ O4 {* Chapter 9. Design Scenarios0 Q* W0 b r; l7 W J7 y2 Q
o 9.1. DAMAGED METAL STRUCTURE
/ r4 A3 A: N% E6 ao 9.2. DAMAGED COMPOSITE STRUCTURE
( b5 y0 q$ p% c- x- ?; Wo 9.3. DAMAGE CRITERIA
* `' l' ~2 O% u/ @0 J" Co 9.4. STRUCTURAL ALLOWABLES
* w/ U* X2 Z& x6 \2 A& Zo 9.5. LIMIT LOADS REQUIREMENTS
- s1 O) y/ D+ u5 [( Eo 9.6. NEW STRUCTURAL CONCEPTS
4 r' w0 q- N0 P3 A" Y* Chapter 10. The Design Process6 {& W, l1 W5 b: _( |; C
o 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE
1 C2 N4 E4 ^* `9 F8 }( to 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE% c+ W3 h" I9 L( M$ k
o 10.3. DAMAGE TOLERANCE
. l+ A: x/ ?- \# S* F$ k4 zo 10.4. DISCRETE SOURCE DAMAGE
) x- O/ O* b7 Y4 b& K; B" o6 co 10.5. DESIGN VARIABLES
4 p& m8 w4 x# k4 jo 10.6. CRITERIA DAMAGE
7 U! Z* `% i( d2 D/ d; {, co 10.7. CRITICAL DAMAGE TYPE+ B9 }1 O* r4 X: C/ ]- o
* Chapter 11. Damage and Detection
5 z" B; D9 D% O& U% Jo 11.1. FAILED DETECTION# E: J, O' |8 y* U& t! H
o 11.2. MANUFACTURING DAMAGE3 Y R8 r! R7 S8 R& F
o 11.3. MAINTENANCE DAMAGE
. j* P3 R" R' A# {6 w# {o 11.4. ACCIDENTAL DAMAGE% S K( l( S- A( d* \- o f
o 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE0 m6 ]) j$ g$ i9 N/ z
o 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING )
' s: m7 ~9 W! c$ A% E0 Ko 11.7. GROWTH AND DAMAGE7 |- ~' s1 H' Q& b9 l w- {( Y; J
o 11.8. ULTIMATE STRENGTH AND DAMAGE& A+ |9 Y8 Y! i8 Q/ s
o 11.9. SAFETY AND DAMAGE
5 P* N5 B5 |' c! ]- e# ]* Chapter 12. Design Philosophy
' @' T+ ]6 G: i. \3 O+ P6 G3 uo 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS" j* M8 N; e) x Z
o 12.2. DAMAGE AND RESIDUAL STRENGTH
; ^- Q: Q9 y$ b; r# x8 w6 `2 U1 i4 lo 12.3. ALLOWABLE AND DESIGN VALUES2 W8 U9 }; m" D$ F" r
o 12.4. ULTIMATE STRENGTH DESIGN VALUES: A1 t/ m) n, R- X/ G
o 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY5 G/ m2 d; a4 r/ t
o 12.6. UNSAFE STATE AND DESIGN
# G4 o4 h. x9 Y5 ~4 i+ R2 uo 12.7. ULTIMATE INTEGRITY AND DESIGN* g' ?. _. I( v
o 12.8. SURVIVAL PHILOSOPHY7 t: u1 n$ J% d U9 R( @4 J5 ^
* Chapter 13. Analysis of Design Criteria: M9 T4 Y) G V+ R0 [! y' x
o 13.1. VEHICLE OBJECTIVE7 M- s% t; ]' s# U( v4 j
o 13.2. OVERALL STRUCTURES OBJECTIVE
0 q% X5 T+ J* @8 xo 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA
7 J+ i7 m1 c( w% Uo 13.4. ULTIMATE REQUIREMENT
$ G$ q& `3 V4 H) m+ o2 Qo 13.5. DAMAGE TOLERANCE REQUIREMENTS
: d0 e+ ]" C5 O& uo 13.6. INSPECTION CRITERIA
3 y; N. A" k& @0 d* C7 m! |o 13.7. DAMAGE GROWTH RATES CRITERIA
* m) K' D3 S( G& A8 P# I- Vo 13.8. THREAT AND DAMAGE CRITERIA
( g, {& C2 H2 T1 \9 @& e* R. So 13.9. SAFETY CRITERIA BASELINE
, }% F+ V8 j7 K# xo 13.10. SCALE-UP CRITERIA& m7 V: k3 E9 s/ e
o 13.11. FAILURE CRITERIA; R" M7 ]8 E7 h: `1 I3 @6 Q1 f7 A5 G
o 13.12. MONITORING AND FEEDBACK CRITERIA
- C8 }% D7 `! Y; U, fo 13.13. OPEN-HOLE COMPRESSION CRITERIA5 ^& g' N' g& F# u7 ]2 s2 Y0 O5 r
o 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE) m* c2 {! O5 q2 P
* Chapter 14. Design Example
5 Z# _( H7 J' {) q! Uo 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN
" O) b" \2 l( N" h1 F/ }o 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN F; m6 Y6 [6 k4 u8 w7 O: F
o 14.3. FAIL-SAFE CRITERIA IN DESIGN! S3 K% }" g4 S1 N9 N1 E
o 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE
6 E! g1 T- A4 eo 14.5. CRITICAL DAMAGE TOLERANCE DESIGN
. g( |" A0 \- t; Z. ]o 14.6. TYPES OF DATA FOR DESIGN* w- G; |# V3 p+ V- C
* Chapter 15. Design of Composite Structure7 p: z1 @, {- [6 o
* Appendix
$ c' Z& e+ g8 Uo A. A MODEL OF ULTIMATE INTEGRITY, x1 |4 `* e4 Y
o B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS4 I7 Z# @$ n' I
* References1 r6 o. I$ ^7 l6 ?
* Index
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发表于 2008-8-5 16:00:19
