|
|
马上注册，结识高手，享用更多资源，轻松玩转三维网社区。
您需要 登录 才可以下载或查看，没有帐号？注册
x
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
* ~$ |) T9 y+ z4 Z: r ?First edition 2005
# r$ g6 _6 ]" v5 R! d4 m, JISBN: 0-080-44545-4" F" _3 i8 J$ }, U2 X
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-19922 ^" C$ c8 O7 ~+ d O- U
(Permanence of Paper).# v+ v4 o( B' _9 p m
Printed in Great Britain.9 E/ ?: O, ^) p
' i5 q; d4 V( ?Book Description:4 n' ~; c7 J/ F, A2 \# j& ~1 ` v& I; m
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.
- q% t& Z) G8 V9 @. U
/ U! i9 V# s0 |& m# k9 h0 o D , ?6 o* h a2 Z: p: z
Contents
( I3 x: Y& M$ F. _# ~* @* Chapter 1. Introduction
) z f' z0 K+ ~0 _o 1.1. TRADITIONAL DESIGN IN AEROSPACE
& z ~& R9 R7 d! n- ~6 fo 1.2. CONVENTIONAL SAFETY IN AEROSPACE: T- `5 I4 l2 M% l$ M6 C4 C
o 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES* C) J3 J. F- ~" n4 S
o 1.4. COMPOSITES
2 l7 p4 z' h0 ^ }2 V* Chapter 2. Structural Design% S! R7 w6 b; @9 I- J0 G
o 2.1. DAMAGE TOLERANCE1 O& X: B5 o- t! K) U% }
o 2.2. STRUCTURAL INTEGRITY
$ k4 T( C- z. Co 2.3. EXPLICIT DESIGN CONSTRAINTS
* ]+ B. u. O5 u* |- D5 x5 No 2.4. UNCERTAINTY IN DESIGN
X; g% e7 t, `. k6 {5 z' ^- oo 2.5. THE EXTENDED DESIGN PROCESS. b* v2 J! ]: y, `( ~
* Chapter 3. Structural Safety
( E! D( \ H7 M* E; Fo 3.1. PRIMARY DRIVERS& S. ]: P: R8 j( K
o 3.2. RISK MANAGEMENT
L- T0 Y0 m9 U, }8 Zo 3.3. IMPORTANCE OF SAFETY REGULATIONS( {$ S/ K: h( {+ [0 C: Q' P. Q% b4 `
o 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE8 M+ }- [+ A- c/ L4 H, u
* Chapter 4. Innovation
* R5 x9 _# \" f) }" Fo 4.1. SERVICE EXPERIENCE
/ m% U1 g+ A& P. t& m( c3 Io 4.2. CRITICALITY
( E5 _; }% H8 z/ `o 4.3. DAMAGE TOLERANCE
9 |9 C# u" h- b0 A# u- I* g3 S( V$ p& ?o 4.4. INDUCTIVE METHODS/ U2 b" @! r2 ^: C
* Chapter 5. Safety Objectives
: E# f# W5 e3 a! C) B9 do 5.1. SAFETY AS A FUNCTION OF TIME
: P& u% V+ @) u. a& U! ]o 5.2. INSPECTION
8 j% Y3 ^8 j* U7 y) \( ko 5.3. ACCIDENTAL DAMAGE
: _& V" m+ Z+ y ?: A! z" Vo 5.4. DESIGN DATA AND ALLOWABLES
- @+ e$ v$ r. v2 M* Chapter 6. Risk Management
1 A; v/ @. B; D3 A' n, f* n7 ~3 Co 6.1. UNSAFE STATE
- I# C' b8 ^/ n5 R( M0 V8 ~' k5 K+ ao 6.2. ROLE OF INSPECTIONS
- b# v: `: Q2 m8 ]+ Y/ do 6.3. FUNCTION OF TIME AND INSPECTION APPROACH
1 L, Z6 q5 L) M" L( U( L/ ]& b) jo 6.4. UNCERTAINTY" F" x+ p' d: Z0 P7 l
* Chapter 7. Trades7 O* }3 u$ a4 a7 ]9 a2 U- v7 z* S
o 7.1. IMPACT; B* P% f( U6 ]
o 7.2. DEGRADATION. C( t0 O# o/ B/ b& w
o 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS+ p, K8 S J2 v! N4 u$ w
o 7.4. REPAIR& s4 m# I8 g% X/ d/ b, }4 Y
* Chapter 8. Building Block Approach
4 A w6 ^& u0 C, E# I9 ho 8.1. COMPONENTS AND SCALE-UP
$ H$ h) s( b2 l% Q) M4 ?o 8.2. ALLOWABLES' J! o5 S8 l9 G
o 8.3. CRITICALITY- B2 E3 w' P' E0 L/ z+ E0 ]' \* N
o 8.4. CURRENT PRACTICES# v+ E R6 v; N
o 8.5. FACTORS OF SAFETY
" K1 l& v F, _* Chapter 9. Design Scenarios
* r- l- i! M9 P/ p; Y- V4 ?o 9.1. DAMAGED METAL STRUCTURE
g, P* Z" G o# K- h, i wo 9.2. DAMAGED COMPOSITE STRUCTURE- i) S" s! K: i( K: u. R
o 9.3. DAMAGE CRITERIA
9 V. b" V5 q- S1 o- @. Vo 9.4. STRUCTURAL ALLOWABLES
( P: s ]2 B) f- v7 Wo 9.5. LIMIT LOADS REQUIREMENTS
) O* P6 P# i: P7 c4 ^# vo 9.6. NEW STRUCTURAL CONCEPTS
$ @7 A+ b. ]+ h9 m* Chapter 10. The Design Process" s) p3 Q! B: G- P1 A+ k
o 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE+ y" j4 P+ `1 y0 c7 r
o 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE. a4 [9 z. \. \1 g
o 10.3. DAMAGE TOLERANCE3 _% g5 x1 v6 F. u" K
o 10.4. DISCRETE SOURCE DAMAGE
" `. B' u7 i0 [ S" C6 Co 10.5. DESIGN VARIABLES$ z$ r. k% i: ?* m7 |1 S; O, C2 k# Q
o 10.6. CRITERIA DAMAGE. I" U# S; x* l5 S7 {
o 10.7. CRITICAL DAMAGE TYPE
/ }6 ~7 Q7 f6 r( W+ u; U. y. I, c* Chapter 11. Damage and Detection
8 |8 e4 T9 \3 ]o 11.1. FAILED DETECTION
1 o( o: n; L% Z P7 z; ko 11.2. MANUFACTURING DAMAGE$ F1 i- a( X" W8 C C; F
o 11.3. MAINTENANCE DAMAGE+ T' }1 d# Y8 h5 j, s5 U
o 11.4. ACCIDENTAL DAMAGE
, f" U& f* }2 p. l# |o 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE
8 G" i$ x0 W% Zo 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING )
\( S" a- q: ]7 r0 ^& ao 11.7. GROWTH AND DAMAGE
9 s2 P/ m2 h) @' mo 11.8. ULTIMATE STRENGTH AND DAMAGE' t' C, }7 [" D. p) p
o 11.9. SAFETY AND DAMAGE
# q; O& ^5 r* c+ h0 k* Chapter 12. Design Philosophy
* a. g1 @9 P+ t, L. v* Yo 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS3 ]& T0 p" [3 Z. X+ D. Q
o 12.2. DAMAGE AND RESIDUAL STRENGTH
' g# [* T2 U# O' ^o 12.3. ALLOWABLE AND DESIGN VALUES6 A) d7 i% g! o" F
o 12.4. ULTIMATE STRENGTH DESIGN VALUES# i8 O8 |$ @; @/ r! m8 x" G
o 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY
8 J- g r. P, w2 d2 r( vo 12.6. UNSAFE STATE AND DESIGN# G7 D5 A V( V4 N5 E
o 12.7. ULTIMATE INTEGRITY AND DESIGN
: D3 }1 y O9 s7 t$ }" ?o 12.8. SURVIVAL PHILOSOPHY, i& o5 o* M$ h+ [0 K' J% d" t K
* Chapter 13. Analysis of Design Criteria9 y: A7 {. Z( [+ @" Y2 W: \
o 13.1. VEHICLE OBJECTIVE
: S4 E' `7 I- M: F" Z3 Zo 13.2. OVERALL STRUCTURES OBJECTIVE
) C2 o5 ?( K' K7 P. U, C' ?. Do 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA# x1 z+ ~( e$ T7 t& \# q
o 13.4. ULTIMATE REQUIREMENT' J. ]' m" k7 K- A' U! X6 i, G
o 13.5. DAMAGE TOLERANCE REQUIREMENTS" B k( z4 @) H" a7 A
o 13.6. INSPECTION CRITERIA+ _' Z( c& u& k$ N
o 13.7. DAMAGE GROWTH RATES CRITERIA7 B) X4 ^8 v8 @0 Z. O* Q4 t" U
o 13.8. THREAT AND DAMAGE CRITERIA
& s7 ~( g' c& `o 13.9. SAFETY CRITERIA BASELINE
$ p! l, n' H# `5 V* f2 N( Ho 13.10. SCALE-UP CRITERIA- B8 y5 `# o( z- q W
o 13.11. FAILURE CRITERIA: w, Z% j6 r& h @6 u7 ^. \
o 13.12. MONITORING AND FEEDBACK CRITERIA
0 O* z3 E0 ^) K' Q }! yo 13.13. OPEN-HOLE COMPRESSION CRITERIA
9 H3 H+ H( C. d8 m+ X% do 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE
# j, X9 g# _0 T9 X3 V& O s* Chapter 14. Design Example
- [3 n [6 D; z( L" w+ ]o 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN" P' X; w, S$ T9 i6 m$ e
o 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN
/ x1 o _, A- A* l) l$ Io 14.3. FAIL-SAFE CRITERIA IN DESIGN+ n' P' |/ w- f' i
o 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE
) U- u U8 m# zo 14.5. CRITICAL DAMAGE TOLERANCE DESIGN
) N; l# S4 I' T8 t2 G& k* Vo 14.6. TYPES OF DATA FOR DESIGN; X1 K8 q. g, Y( v9 {/ S' A4 H
* Chapter 15. Design of Composite Structure
) g; x+ g0 K7 E* Appendix9 [4 Z' Z! S0 }+ s: l( O0 v' z* T
o A. A MODEL OF ULTIMATE INTEGRITY _1 f0 c; s$ Q( r
o B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS" B6 f6 s! H; ?& B$ q+ M
* References5 H' o2 }& T+ }% C0 I, K4 Q0 I
* Index
8 R0 A. r! B) k) C6 m* E, [
6 Y$ ^* E8 g9 b6 w, k |
|
|
[复制链接]
发表于 2008-8-5 16:00:19
