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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! ?7 B3 c9 O6 E- \& z
First edition 2005+ a1 Z; {: [- n; C0 ?4 R$ Q% L
ISBN: 0-080-44545-4; w6 o. K) C3 _
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-1992
4 p% G7 c) U9 D(Permanence of Paper).0 R- n0 R( @% I. M& @4 I) A$ X% S8 W: w7 H a
Printed in Great Britain.0 o' l, Z8 X, G5 F; x
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Book Description:
8 d. c4 h- v0 v' h$ zAerospace 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; S$ R+ P) v: ~- H
* Chapter 1. Introduction
, r3 v* y7 E: y5 R, Q0 E, `o 1.1. TRADITIONAL DESIGN IN AEROSPACE$ D( D& I& m; r
o 1.2. CONVENTIONAL SAFETY IN AEROSPACE
+ V9 k: `6 U* l7 T% | [o 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES. | `# @0 L8 B* ?2 @
o 1.4. COMPOSITES' H- y8 V) }% G! ]
* Chapter 2. Structural Design+ d( z a/ l* W
o 2.1. DAMAGE TOLERANCE$ H# m- V* Q$ h' \6 c+ V) C$ C
o 2.2. STRUCTURAL INTEGRITY& c6 r4 a; ~8 ~- [0 A' k& P/ b
o 2.3. EXPLICIT DESIGN CONSTRAINTS7 c, D% `$ T5 X# G! n g3 y
o 2.4. UNCERTAINTY IN DESIGN
$ ^, O# z) ~6 p" ?- s$ P/ ] qo 2.5. THE EXTENDED DESIGN PROCESS
6 I" W# G3 X: s! D* Chapter 3. Structural Safety3 I8 ~2 e1 g( k. c! @5 V) T
o 3.1. PRIMARY DRIVERS
& L* e( F' T5 c$ Y. H% }7 Oo 3.2. RISK MANAGEMENT; k1 l4 v! z7 J: R. |
o 3.3. IMPORTANCE OF SAFETY REGULATIONS5 L& @2 W# K% Y
o 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE
9 L! a) `4 Q/ }" S& z$ r* Chapter 4. Innovation
- w- S1 i% t2 @* X& w" xo 4.1. SERVICE EXPERIENCE
) g1 U' e* ^7 e4 y* K4 v6 n( [o 4.2. CRITICALITY: P8 b' D+ F# V$ h
o 4.3. DAMAGE TOLERANCE# S3 | {" r' n3 y4 {. n' j" w. U
o 4.4. INDUCTIVE METHODS! Q5 J) A# C! ]! V
* Chapter 5. Safety Objectives
0 ]: ~2 \) ~! t$ e2 d+ l$ h5 No 5.1. SAFETY AS A FUNCTION OF TIME
2 f' z# ]- M2 c- W5 h( J0 ]9 B; uo 5.2. INSPECTION
( Z2 K0 n8 o4 d2 l( d: {- ] i/ oo 5.3. ACCIDENTAL DAMAGE
" q2 r9 ?/ K) w0 x. Oo 5.4. DESIGN DATA AND ALLOWABLES v+ j2 x, x* q, |7 T# F
* Chapter 6. Risk Management
# O& R+ r% c- B# ~, Q, Bo 6.1. UNSAFE STATE
3 I$ s: s0 C0 e2 ~& T+ ]o 6.2. ROLE OF INSPECTIONS
. F/ G: T% T4 a5 l3 Y. j& [, qo 6.3. FUNCTION OF TIME AND INSPECTION APPROACH4 ^$ ~) t1 v5 G" R/ K/ T4 G
o 6.4. UNCERTAINTY
3 ]" a3 S$ k0 T* b" w* Chapter 7. Trades4 \. M6 m- F2 x' {
o 7.1. IMPACT
! d$ S3 \7 m, D+ }9 J8 Co 7.2. DEGRADATION
9 Q! i( ]" I& l: e6 I0 ]5 A- l9 \o 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS
3 @4 N$ [( x- A) @5 K# f9 B8 Lo 7.4. REPAIR0 h2 ~! [7 k8 j% |
* Chapter 8. Building Block Approach( C. v- j, ^$ |) j
o 8.1. COMPONENTS AND SCALE-UP
7 Y6 p. b% |) L* J& u* ]: Uo 8.2. ALLOWABLES) S" j9 Z2 Z0 I! H$ h2 d9 u8 C
o 8.3. CRITICALITY- Z% H# Q1 B3 i: c, b9 v Z7 z
o 8.4. CURRENT PRACTICES
. H4 ?/ L7 I$ w& Z5 e0 Bo 8.5. FACTORS OF SAFETY& x4 [3 _+ y- W% n" o: `
* Chapter 9. Design Scenarios% d- _7 u- T/ t
o 9.1. DAMAGED METAL STRUCTURE& ~( n- B9 A5 ^1 j3 D, }( r, X
o 9.2. DAMAGED COMPOSITE STRUCTURE' W, r1 f6 {0 J( f
o 9.3. DAMAGE CRITERIA0 D- U5 j9 q l3 e y6 M# @
o 9.4. STRUCTURAL ALLOWABLES5 P$ I# x6 Q+ @* G
o 9.5. LIMIT LOADS REQUIREMENTS
1 u& j) S$ U5 c6 j* h) m% [o 9.6. NEW STRUCTURAL CONCEPTS5 W$ y9 f# d9 m
* Chapter 10. The Design Process
7 d4 Q0 I, y$ ^! F( N: ho 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE0 w; [- l$ G1 S t; ]1 ^
o 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE
# h8 A- K3 P- T Go 10.3. DAMAGE TOLERANCE
; E0 X. a$ q3 d5 M) z/ ~( U _1 x0 ?+ fo 10.4. DISCRETE SOURCE DAMAGE
8 S/ P+ w4 V N+ M6 Lo 10.5. DESIGN VARIABLES! }# W6 |" N+ K: x/ O* Z' B3 o
o 10.6. CRITERIA DAMAGE
( M. ]/ `4 m. o, ?' z$ P! co 10.7. CRITICAL DAMAGE TYPE
$ B, m" s$ d3 C! I9 ^+ L1 c% b# f* Chapter 11. Damage and Detection
* ~1 h1 t( I U5 r+ y0 _* U* i# K) Qo 11.1. FAILED DETECTION5 [! ]- f+ b1 V4 r9 O9 ?* B
o 11.2. MANUFACTURING DAMAGE# `6 b( X2 b! g( `1 d; W
o 11.3. MAINTENANCE DAMAGE
/ g' ~) I6 o( T9 I5 v. y% x2 Xo 11.4. ACCIDENTAL DAMAGE5 f6 \. N" a9 c+ n- H# o. E
o 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE
' \4 p' |. q2 ?7 V' oo 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING )
% {& o9 y8 E4 fo 11.7. GROWTH AND DAMAGE2 B3 E& Y! k1 `% U0 l2 q A) ?9 ^
o 11.8. ULTIMATE STRENGTH AND DAMAGE
4 Y" g+ _' _+ c1 U0 eo 11.9. SAFETY AND DAMAGE# Q0 N% c3 ~4 C
* Chapter 12. Design Philosophy* x4 Z2 R0 ~: a7 T
o 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS0 B/ \0 E7 C7 l* k1 ?
o 12.2. DAMAGE AND RESIDUAL STRENGTH
+ O% P8 b4 |2 k4 |o 12.3. ALLOWABLE AND DESIGN VALUES: O1 S* B$ m) ^/ e. V# r9 {9 j$ A
o 12.4. ULTIMATE STRENGTH DESIGN VALUES2 n' R8 S- j* m8 i: x
o 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY
2 _5 u' L4 [' a4 m% s6 x( ~o 12.6. UNSAFE STATE AND DESIGN. i) o5 _) r: L- p1 X* U5 B4 J1 G$ {
o 12.7. ULTIMATE INTEGRITY AND DESIGN) I' }7 \1 d" A
o 12.8. SURVIVAL PHILOSOPHY: O! W" \# n$ z6 n1 z
* Chapter 13. Analysis of Design Criteria% B4 j# m3 F1 d( i9 Z: R# l
o 13.1. VEHICLE OBJECTIVE' V& X/ M0 O. L, O$ f# ?
o 13.2. OVERALL STRUCTURES OBJECTIVE
0 ^" W# ]1 D2 t! B3 D/ a% L. ho 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA( z! r. k2 {% l1 ?
o 13.4. ULTIMATE REQUIREMENT" }$ C5 E, l% I S0 I( p
o 13.5. DAMAGE TOLERANCE REQUIREMENTS
$ B( L% b9 J9 vo 13.6. INSPECTION CRITERIA, N7 v( Q* y1 p. q8 c
o 13.7. DAMAGE GROWTH RATES CRITERIA( B5 M# k- N+ i+ r _! ?
o 13.8. THREAT AND DAMAGE CRITERIA% Y7 b; `6 N2 M, R+ w' m9 P1 l
o 13.9. SAFETY CRITERIA BASELINE
0 Z! a8 D0 c( I: Z4 T# N) j/ ro 13.10. SCALE-UP CRITERIA
- f- }3 x4 q# k8 W0 ho 13.11. FAILURE CRITERIA
2 H0 q+ F' L. e* H$ r% m, qo 13.12. MONITORING AND FEEDBACK CRITERIA
, G. p9 G |- G; h$ p5 Eo 13.13. OPEN-HOLE COMPRESSION CRITERIA
$ }- O/ Z( Q' h5 ^" z9 X* qo 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE* F6 U# J+ _4 C: @0 c
* Chapter 14. Design Example( h1 Y% Z. d7 _6 U8 Z, H S* i3 d
o 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN
4 S3 C( U5 ~' n: n$ ^o 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN) D- P$ C# h: P" W6 A! ^* ^6 c$ F
o 14.3. FAIL-SAFE CRITERIA IN DESIGN4 ~. P" I- t/ a+ i! q
o 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE" C. c* p* [4 k! s; w
o 14.5. CRITICAL DAMAGE TOLERANCE DESIGN I7 x5 I5 q4 r& g
o 14.6. TYPES OF DATA FOR DESIGN) j. w; u5 o8 m$ s Y" i
* Chapter 15. Design of Composite Structure
/ N$ G! ~* ^6 H" X, s; d8 ]6 c6 M& u* Appendix8 H# V& b0 v4 c [, ^
o A. A MODEL OF ULTIMATE INTEGRITY' d0 S Q* ^/ T8 O' h- h7 l- c
o B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS
7 M' J, V1 ^/ j* References
6 s: O/ D' a) F4 C* w* Index( ` C% o/ d5 ~$ ?6 e8 { \
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发表于 2008-8-5 16:00:19
