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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
% h" g5 l- c1 ]( R$ vFirst edition 2005
$ v5 ?# A. d8 x8 ^' \/ f1 rISBN: 0-080-44545-41 f7 i% [+ g8 \) ^: M3 x
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-19926 P1 }! B1 E( }( { j' z
(Permanence of Paper).% P) |+ e1 V( v/ r' v5 V5 s
Printed in Great Britain." J% z7 b1 \% V
9 N$ m3 e0 y+ v3 n( s
Book Description:5 N7 j. m h6 u0 \: d. w
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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Contents' ]- o) A+ D# o
* Chapter 1. Introduction" M, F r ^& J! M8 n
o 1.1. TRADITIONAL DESIGN IN AEROSPACE7 I! [; N$ Y& j4 u* w. a" ~7 a
o 1.2. CONVENTIONAL SAFETY IN AEROSPACE
+ J! h& E6 P. vo 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES
* E$ L& j4 X# Z6 l$ z# J2 }o 1.4. COMPOSITES
9 d% z5 g3 j+ L0 {* j# Y* Chapter 2. Structural Design
4 I4 E' C. S6 s0 D+ eo 2.1. DAMAGE TOLERANCE, x3 N: W3 F% W0 R" e: g
o 2.2. STRUCTURAL INTEGRITY
/ `/ l) }7 m$ P1 B) A9 g1 R2 to 2.3. EXPLICIT DESIGN CONSTRAINTS( V( I8 S0 q, ^! _/ ~6 W
o 2.4. UNCERTAINTY IN DESIGN5 V9 ~2 ?) ~2 o! }- b3 a
o 2.5. THE EXTENDED DESIGN PROCESS* S' z' Y8 ~1 d! M" U
* Chapter 3. Structural Safety
" Q: O @ D2 lo 3.1. PRIMARY DRIVERS5 W# Q6 Y9 Z- C8 O' l7 O( i
o 3.2. RISK MANAGEMENT. i- F8 X4 y0 h9 v# ^ _' g
o 3.3. IMPORTANCE OF SAFETY REGULATIONS
4 v6 @. K4 h) @. E4 P2 }) Q2 v# qo 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE
# P1 j/ E: q6 b3 x* Chapter 4. Innovation
( W. A8 {+ W& H* z; E% Vo 4.1. SERVICE EXPERIENCE) Z: t z3 b8 R+ G
o 4.2. CRITICALITY* K" F; \9 a, i: s& }" ^" K ~" l
o 4.3. DAMAGE TOLERANCE
, N3 {) v% x- b7 Yo 4.4. INDUCTIVE METHODS+ {/ f6 Q6 c$ Z8 _
* Chapter 5. Safety Objectives
- \* p1 e, C- f% Yo 5.1. SAFETY AS A FUNCTION OF TIME7 s# n2 V1 k2 a7 @! N
o 5.2. INSPECTION
) B1 V' b1 K0 p L+ P8 G8 Q4 f9 ho 5.3. ACCIDENTAL DAMAGE( \/ z* k/ @! Q5 B8 G7 p* z& W( H
o 5.4. DESIGN DATA AND ALLOWABLES
& v1 I C: r2 A* Chapter 6. Risk Management
' u# S( t. I; D/ }o 6.1. UNSAFE STATE
" R0 Q7 w+ _- N* e; k) d+ `# `7 go 6.2. ROLE OF INSPECTIONS
) u1 r& S9 b# O O5 xo 6.3. FUNCTION OF TIME AND INSPECTION APPROACH
/ t2 h# s& Y2 K) w1 F* X8 l7 }o 6.4. UNCERTAINTY
) m H" b. l/ r* Chapter 7. Trades
/ z' L8 \ t/ |/ \# [; _9 K4 L0 I9 q, Ko 7.1. IMPACT
A4 z8 {# I5 t9 u- y2 Ro 7.2. DEGRADATION
( q4 ^% Z4 p% l9 a& ]/ F5 P+ y! `o 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS. R6 X- E4 m0 b4 \1 _
o 7.4. REPAIR7 k% D) t/ S6 {1 ~/ U. ^
* Chapter 8. Building Block Approach. L( j' z9 A. E$ q$ d/ m$ G1 I
o 8.1. COMPONENTS AND SCALE-UP( o: r/ J( [* r, r4 o
o 8.2. ALLOWABLES
9 q/ o/ j5 ?! Y; U" G, o( |o 8.3. CRITICALITY
: R! ]6 C; K9 U- _8 A0 {5 P5 U8 qo 8.4. CURRENT PRACTICES
. a; a5 F) z, F po 8.5. FACTORS OF SAFETY ?. p+ P4 i7 q# @6 h. _
* Chapter 9. Design Scenarios
3 q" F' |; F4 {$ _# O1 E1 go 9.1. DAMAGED METAL STRUCTURE
; D+ G* ]- |; n/ V; w |o 9.2. DAMAGED COMPOSITE STRUCTURE
6 {' p. S3 s' D0 z1 ~o 9.3. DAMAGE CRITERIA
( h9 Q# T; v9 j- P4 ^( S8 ro 9.4. STRUCTURAL ALLOWABLES
/ [4 w$ v" ]: D. e5 S/ lo 9.5. LIMIT LOADS REQUIREMENTS
- F: B, X5 ~& Go 9.6. NEW STRUCTURAL CONCEPTS
" ?# x( H2 ?6 k6 g( f) ?* Chapter 10. The Design Process
( u7 W4 a& V8 P: Z, }o 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE( D& y3 U1 t) s4 K- F& H
o 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE
; @4 _: g% T/ H/ g: ~$ Uo 10.3. DAMAGE TOLERANCE
; h& v: u9 p' K5 Bo 10.4. DISCRETE SOURCE DAMAGE9 Z/ |4 ]5 @) h2 e* _' O$ S
o 10.5. DESIGN VARIABLES/ N( P ~5 b! i; H5 e& m) `
o 10.6. CRITERIA DAMAGE0 b p: p; A+ ]* A- i8 b
o 10.7. CRITICAL DAMAGE TYPE
4 a _6 P0 k( t+ m* Chapter 11. Damage and Detection
% H/ H) ?: _6 U' X, V0 ]4 G n( jo 11.1. FAILED DETECTION. q1 E" U/ N$ b. r/ h
o 11.2. MANUFACTURING DAMAGE- h7 k: O9 I" `, G( N! I2 F/ S
o 11.3. MAINTENANCE DAMAGE
' I- w% W1 \7 |0 W; {& ~* `/ F) [o 11.4. ACCIDENTAL DAMAGE
& W& N' n4 R9 s+ H! g Qo 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE
! z+ d, _0 Y: Qo 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING )3 }! l) l5 k, C
o 11.7. GROWTH AND DAMAGE c$ U0 g- m4 B9 F# O: `* `: w9 _
o 11.8. ULTIMATE STRENGTH AND DAMAGE
2 t8 W2 {6 K9 Qo 11.9. SAFETY AND DAMAGE
1 Y& v4 ~5 e( D2 ~* Chapter 12. Design Philosophy' [* x$ x/ F: T( q, X- {" E
o 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS
+ \2 {( |0 x+ i/ }9 C2 Bo 12.2. DAMAGE AND RESIDUAL STRENGTH
$ n! k1 K* E' o4 }& c6 fo 12.3. ALLOWABLE AND DESIGN VALUES
" P. {0 c! o8 I- K( R$ Y0 Q4 Wo 12.4. ULTIMATE STRENGTH DESIGN VALUES
& J/ [) k n- o" [ s. Z6 |3 do 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY: I5 ]' y- L a) n3 y* k& p @
o 12.6. UNSAFE STATE AND DESIGN# s- U/ Q! t7 @! x' [6 R
o 12.7. ULTIMATE INTEGRITY AND DESIGN
' _2 { g- o2 E6 e& t( }+ io 12.8. SURVIVAL PHILOSOPHY* g1 }! n K" T z2 A, k
* Chapter 13. Analysis of Design Criteria
4 c+ P& Y9 ^. C/ H; C, ]5 `o 13.1. VEHICLE OBJECTIVE
* |* w& P5 P1 D0 F2 s, yo 13.2. OVERALL STRUCTURES OBJECTIVE. w) S, Q2 G+ j+ J+ p* C: m. M
o 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA
, F3 D' `- I! xo 13.4. ULTIMATE REQUIREMENT
# R+ x, o% h) k+ qo 13.5. DAMAGE TOLERANCE REQUIREMENTS
5 [- L l5 y) D7 A. Wo 13.6. INSPECTION CRITERIA
) t- J" t7 H) {# Co 13.7. DAMAGE GROWTH RATES CRITERIA
4 w- U" ?, [1 q& Q7 Yo 13.8. THREAT AND DAMAGE CRITERIA( E, V* t- F$ g3 a" N' R. M
o 13.9. SAFETY CRITERIA BASELINE. i. W" o2 N; v* ]
o 13.10. SCALE-UP CRITERIA
, k& {0 i9 F! s& Jo 13.11. FAILURE CRITERIA
L& S: o$ H- F! ]& x, g5 }- Go 13.12. MONITORING AND FEEDBACK CRITERIA3 R$ a: e: S% Q$ @: o: j0 J, r9 \
o 13.13. OPEN-HOLE COMPRESSION CRITERIA2 a. W4 R" W ^, |' C( `
o 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE
. f. _/ H/ c* U% e; J5 J* Chapter 14. Design Example# n) F4 S" r$ F6 f# l9 v- ~
o 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN. f" Q* {6 j9 E9 t
o 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN
7 g$ h3 E( | ]- Eo 14.3. FAIL-SAFE CRITERIA IN DESIGN* ^+ H& i, Q% x# q3 ^- c* B
o 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE
# I' m2 g4 [* ~' Z( e: N- x. Go 14.5. CRITICAL DAMAGE TOLERANCE DESIGN
% `4 N! `0 j: B9 e( M1 v5 `. s oo 14.6. TYPES OF DATA FOR DESIGN) _) d! r' u/ i: t
* Chapter 15. Design of Composite Structure
e8 s8 k) C- i* Appendix8 @: K# z6 ^! V8 X# n* v
o A. A MODEL OF ULTIMATE INTEGRITY0 G6 Z0 d% [4 u. D
o B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS
4 A# m' ` y) f0 x* u8 _9 [* References
& g X1 K3 J& n2 [ C* Index6 N2 R0 H" O* j$ v* E: i
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