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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5 x! u1 z+ b2 S4 V$ M& X8 m5 d2 K
First edition 2005
: I4 v- Y$ B K$ \: J) U) l, l2 X! cISBN: 0-080-44545-47 @( }7 e, i& M/ D
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-19929 B9 k- i7 A1 F4 w
(Permanence of Paper).
- p& [. j, A! X3 l BPrinted in Great Britain.
; T! G' J+ p: v6 C8 @2 h8 f+ [& q% g* P! [
Book Description:
4 ^& [; ?3 B. ]+ V8 }8 [$ y' 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. - }% A% Z" G7 C) j9 i4 w3 _# t9 Y- R' W
9 N( l! ~! A$ d - n+ w9 `" y, [- a% R0 [0 V1 K
Contents
! c. I/ `3 O( }5 }* Chapter 1. Introduction
i# D* R6 F- N5 Q, M, Z9 V( \5 Ao 1.1. TRADITIONAL DESIGN IN AEROSPACE
* O O! V% i oo 1.2. CONVENTIONAL SAFETY IN AEROSPACE
" _+ i+ G, r: N {, so 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES
" c" @% S5 p. zo 1.4. COMPOSITES/ a/ O- u* h6 k/ ?1 N( N
* Chapter 2. Structural Design
6 `- f* k# L) vo 2.1. DAMAGE TOLERANCE
# K- p8 J, g. K9 g: no 2.2. STRUCTURAL INTEGRITY
- t4 n( p" E# x- Y7 T- Eo 2.3. EXPLICIT DESIGN CONSTRAINTS+ K; }) V4 `+ w
o 2.4. UNCERTAINTY IN DESIGN
& n- E# Z0 f2 D1 c4 g6 O2 bo 2.5. THE EXTENDED DESIGN PROCESS' q4 j Y* ^8 i; A3 m# T& a! I
* Chapter 3. Structural Safety
' k5 S4 ^8 z- C/ U. x6 X8 x* E6 Vo 3.1. PRIMARY DRIVERS
, ]3 w$ Q% w/ A; E/ ?) O# u! c4 ~o 3.2. RISK MANAGEMENT' p' B: ]) p: w5 P2 H" a P& [
o 3.3. IMPORTANCE OF SAFETY REGULATIONS5 x6 B. X$ y8 s: d% a
o 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE6 w; u" @7 v! l+ [
* Chapter 4. Innovation
7 u* \7 g8 `+ u/ D/ }' Z1 ^o 4.1. SERVICE EXPERIENCE
! F8 m) m$ H5 \) No 4.2. CRITICALITY
/ Y/ d$ t! U; a2 ^o 4.3. DAMAGE TOLERANCE: u! J) U* Z$ M8 Y* H! R& a
o 4.4. INDUCTIVE METHODS; i0 L+ I) b1 x7 O8 I
* Chapter 5. Safety Objectives
; g: l3 ~2 {3 ~, F5 Vo 5.1. SAFETY AS A FUNCTION OF TIME4 O2 p c( N, K
o 5.2. INSPECTION
' q% A4 W- \, T6 C! ]o 5.3. ACCIDENTAL DAMAGE$ A. M; I) ?; s8 W6 H
o 5.4. DESIGN DATA AND ALLOWABLES
) {2 w: ^7 @3 k. h {. X& c5 `* Chapter 6. Risk Management. @: n1 E# A4 W m
o 6.1. UNSAFE STATE; u/ j0 a: K H8 F* M
o 6.2. ROLE OF INSPECTIONS0 H# l; J$ _+ g J4 H
o 6.3. FUNCTION OF TIME AND INSPECTION APPROACH
0 o' h0 O. `3 Q' so 6.4. UNCERTAINTY2 N$ e6 a% K7 O$ Q: v" U
* Chapter 7. Trades- d7 K: C- D7 P5 ]4 g$ V
o 7.1. IMPACT
; ? `* \# j4 {4 B* p! v2 ko 7.2. DEGRADATION
) p5 ]& c+ E+ X9 q# Q+ Xo 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS
! x+ T# n5 ]) y, V& j c) ]- D+ T' Ko 7.4. REPAIR- B. B1 \0 h* c3 c3 h( K
* Chapter 8. Building Block Approach
" Q, k/ { t3 }* _4 ~o 8.1. COMPONENTS AND SCALE-UP1 d9 o' s! Q% o' w$ Q% C5 u u5 M
o 8.2. ALLOWABLES% o q7 f' S0 S! D- x! l4 @
o 8.3. CRITICALITY6 [! T. N! K, i" V6 a4 h
o 8.4. CURRENT PRACTICES
3 G$ h" @9 b" Y/ No 8.5. FACTORS OF SAFETY7 p' L" ?0 a# m2 t2 K& v. \
* Chapter 9. Design Scenarios
3 \$ U6 H, V# Y& po 9.1. DAMAGED METAL STRUCTURE
/ Z+ N# n) B+ N5 m, N0 p& r0 W5 ro 9.2. DAMAGED COMPOSITE STRUCTURE
( Z) L; p. T( S/ Co 9.3. DAMAGE CRITERIA# r4 G- ]4 D- S6 O1 ?
o 9.4. STRUCTURAL ALLOWABLES, K4 _% y$ n9 v. k$ M
o 9.5. LIMIT LOADS REQUIREMENTS
) S% U7 X3 e5 i1 b( q# j( _o 9.6. NEW STRUCTURAL CONCEPTS
& T$ a) @& i) r& {# O0 y1 O* Chapter 10. The Design Process
/ ^/ o1 P6 E3 To 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE
' e' T0 _# n3 i1 _; v( c3 eo 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE
) I+ `% v' t8 z4 p7 qo 10.3. DAMAGE TOLERANCE
. x3 m0 O% V9 w, x6 @o 10.4. DISCRETE SOURCE DAMAGE7 g4 l' o( _+ e. n4 `
o 10.5. DESIGN VARIABLES S- d% R- Z" k* {/ f; K+ P6 A
o 10.6. CRITERIA DAMAGE
5 c' T5 l) [! No 10.7. CRITICAL DAMAGE TYPE7 @! [: R5 u( H5 i
* Chapter 11. Damage and Detection/ ~7 h5 ^0 D4 U: S/ h% v
o 11.1. FAILED DETECTION& I$ o0 K2 B* Q5 v, ?+ E& _( ]& }5 i; y
o 11.2. MANUFACTURING DAMAGE
! l ], s" Q6 uo 11.3. MAINTENANCE DAMAGE
8 T" I9 P `& n- l co 11.4. ACCIDENTAL DAMAGE+ J- B- a) k( S; _& ]8 Y
o 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE
e2 f; g# b8 K9 lo 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING )
- U1 F* c! I; i; F3 h& Yo 11.7. GROWTH AND DAMAGE
& G) ~+ `6 \1 E! N7 fo 11.8. ULTIMATE STRENGTH AND DAMAGE
+ g, v# J. C4 i: \# V2 l/ do 11.9. SAFETY AND DAMAGE
7 B v$ t G* L# @% X t6 Q4 P/ H* Chapter 12. Design Philosophy1 B# ?; B y! b# C. h
o 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS0 K/ U8 l+ v+ \. g0 G. Q
o 12.2. DAMAGE AND RESIDUAL STRENGTH
% _# A3 L0 M" c3 ?; G- D1 go 12.3. ALLOWABLE AND DESIGN VALUES
( \; E$ D2 r4 `) _' W8 C0 a3 [6 [. yo 12.4. ULTIMATE STRENGTH DESIGN VALUES
: u/ k' _( _4 c5 I1 ~$ j$ _. vo 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY
2 ~; R8 b: {6 F) _; \0 V" Xo 12.6. UNSAFE STATE AND DESIGN- X/ E+ M# p: T X1 g: Y( a
o 12.7. ULTIMATE INTEGRITY AND DESIGN0 X. K9 ?2 }& a; l1 h- |
o 12.8. SURVIVAL PHILOSOPHY
7 O) s& J: u& Q8 R: |# z/ ?8 t* Chapter 13. Analysis of Design Criteria1 |; u, {! ?0 @+ N9 z: i+ D" {
o 13.1. VEHICLE OBJECTIVE1 m1 C9 B2 [. v4 V9 L. n
o 13.2. OVERALL STRUCTURES OBJECTIVE
3 d0 Q; w$ C' W8 N3 R/ Mo 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA/ w7 x: N0 Z, _$ w% v# t: L
o 13.4. ULTIMATE REQUIREMENT
U: I @6 r( {0 v. B0 X" Jo 13.5. DAMAGE TOLERANCE REQUIREMENTS; h" N }8 m" q1 {& x. G0 o
o 13.6. INSPECTION CRITERIA
9 L4 x. @( Y- Y }" p& {o 13.7. DAMAGE GROWTH RATES CRITERIA
3 {7 a0 p) [( g! ro 13.8. THREAT AND DAMAGE CRITERIA
9 J0 ? Z* ~& P7 Y: fo 13.9. SAFETY CRITERIA BASELINE& i% }) X1 y4 ~- S- O0 p
o 13.10. SCALE-UP CRITERIA, \! y, F5 d- p' B# i9 ~
o 13.11. FAILURE CRITERIA
# A r. d! t3 qo 13.12. MONITORING AND FEEDBACK CRITERIA+ N, J' |0 ^3 s1 M) h$ R
o 13.13. OPEN-HOLE COMPRESSION CRITERIA
* ]3 B- w# W5 `1 k( `o 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE' b0 m7 K5 H4 Z8 F+ a, G
* Chapter 14. Design Example
% J+ z5 E+ B* s3 oo 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN
4 f; I* y/ C" N1 f5 \2 d4 Yo 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN9 Q( q, j1 ]7 Y* m! Z
o 14.3. FAIL-SAFE CRITERIA IN DESIGN' @* @3 R+ `: K4 ~$ |7 Z% a
o 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE
4 i3 _. J1 S+ X4 L5 J, w, ^ Lo 14.5. CRITICAL DAMAGE TOLERANCE DESIGN- e& i4 j! t# i: o) E; D% W
o 14.6. TYPES OF DATA FOR DESIGN
; h7 E8 w- Q$ U* Chapter 15. Design of Composite Structure
" D- S, @7 U: k- H! B0 p* Appendix8 K7 _7 r/ @( v8 E- |
o A. A MODEL OF ULTIMATE INTEGRITY
7 s `. ?; l$ ?. Y) to B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS
6 V9 z( C8 h3 P5 [/ ^( V$ H; w* References/ W) x" Z( n1 Z$ j7 q( X5 a. ~
* Index
3 X/ b! k+ v1 ]' f/ M
$ @# j) Z% `! |0 }# F |
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发表于 2008-8-5 16:00:19
