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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
$ h0 G& p. o, m' C& @: A/ zFirst edition 20056 a# m4 N4 Y* I8 c
ISBN: 0-080-44545-44 O9 A; u! Y& d+ a3 U0 _6 ]1 X
The paper used in this publication meets the requirements of ANSI/NISO Z39.48-1992% T# u6 `) Z6 s2 J5 W8 B7 U2 B+ w
(Permanence of Paper).
! m# H+ m- T, f* S+ S: A4 WPrinted in Great Britain.
& k! J9 |" x3 I( @8 ?. o3 V+ s
0 P: L# C, e$ p, {, e' K9 a1 wBook Description:
/ A* w' H0 G7 y3 BAerospace 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. 8 V2 C0 v7 q! S0 J; ^( x
5 v" S: B' j7 z3 e 0 t" v5 u* S6 B& I( C
Contents
1 V) h/ v5 U8 s$ @$ f* Chapter 1. Introduction/ H( c9 ~+ U/ q# i {) \
o 1.1. TRADITIONAL DESIGN IN AEROSPACE) m$ D2 J, g3 g. `
o 1.2. CONVENTIONAL SAFETY IN AEROSPACE; _7 ?8 `* A8 G0 B( d' b! Y6 C
o 1.3. TRENDS IN INNOVATION OF AEROSPACE STRUCTURES
) u: j3 s$ D1 Y y0 Bo 1.4. COMPOSITES
- D2 H- w. E* U7 H# m2 f* Chapter 2. Structural Design9 X% I9 n) [4 v% v
o 2.1. DAMAGE TOLERANCE
/ n/ B7 X; ]" B, m% zo 2.2. STRUCTURAL INTEGRITY
" d; g0 W& {( M2 P% no 2.3. EXPLICIT DESIGN CONSTRAINTS y: l5 [& \0 B1 g! m3 F q8 M3 u* u
o 2.4. UNCERTAINTY IN DESIGN+ S0 v& `) }* W/ G
o 2.5. THE EXTENDED DESIGN PROCESS7 c5 y- _' s* K. o0 n5 h
* Chapter 3. Structural Safety
; l0 M3 M$ k, j/ S5 ?7 K1 Uo 3.1. PRIMARY DRIVERS
- O4 Z( `$ A1 G3 G. X4 w5 Qo 3.2. RISK MANAGEMENT
# v, E: w" Y8 U( @! H1 wo 3.3. IMPORTANCE OF SAFETY REGULATIONS
. c. X" r4 h6 n2 Z6 @o 3.4. UNCERTAINTY, PROBABILITY AND STATISTICS OF DAMAGE TOLERANCE/ `& A6 Y2 o5 ~2 h% c3 P+ Q9 e
* Chapter 4. Innovation0 X4 y* T! `. I' g! ^7 i2 l% o. w
o 4.1. SERVICE EXPERIENCE
9 E" u( G1 D7 J6 Z$ Q) u3 \- To 4.2. CRITICALITY
0 n4 N/ r$ D5 ?& o' @3 V2 B2 K/ No 4.3. DAMAGE TOLERANCE
$ J2 H8 M# s U7 F0 g* ]* }# H ho 4.4. INDUCTIVE METHODS
6 Q9 z$ u# |2 o4 C* D* Chapter 5. Safety Objectives
# E. ^& n. g5 f+ O5 _: jo 5.1. SAFETY AS A FUNCTION OF TIME: w) a) Q1 `! ?, i# H- l" ]
o 5.2. INSPECTION. }7 X/ x) g( L: [& T
o 5.3. ACCIDENTAL DAMAGE
% ~3 X' N. i2 C6 n5 N' {1 No 5.4. DESIGN DATA AND ALLOWABLES/ G8 g" a( ?" s5 C7 i" {
* Chapter 6. Risk Management/ s( {" o8 z; ?$ I; E, y y
o 6.1. UNSAFE STATE. N( D* n5 O) p# T3 V3 D+ O, Z
o 6.2. ROLE OF INSPECTIONS: v, B2 i& D$ {; q* V$ ?4 a9 a
o 6.3. FUNCTION OF TIME AND INSPECTION APPROACH
9 S" k( o; H. y3 @o 6.4. UNCERTAINTY% Y: L0 h5 }! [( {9 d
* Chapter 7. Trades
2 q) y" e* t7 z8 l6 jo 7.1. IMPACT
1 m" l1 u% y! x0 J! Y" ?o 7.2. DEGRADATION
. A4 M1 l9 D- _; y& r. j) io 7.3. DAMAGE UNDETECTED AT MAJOR INSPECTIONS7 m% {+ m. r+ I* E C
o 7.4. REPAIR
5 J( O6 [* p8 K8 ~* Chapter 8. Building Block Approach9 V# B8 ~3 E4 m) \
o 8.1. COMPONENTS AND SCALE-UP
- y; M: x7 I6 {0 X. Ao 8.2. ALLOWABLES
$ C$ v# N) n2 M% Io 8.3. CRITICALITY
0 o3 [3 j2 z4 B' _9 I0 |7 Y8 `o 8.4. CURRENT PRACTICES. B& A7 q) x& z+ R, F
o 8.5. FACTORS OF SAFETY
% K7 u# V+ w2 |9 L" Y8 i/ B* Chapter 9. Design Scenarios
! P z: n* K7 R1 r% Wo 9.1. DAMAGED METAL STRUCTURE: X0 s1 ^8 P; [, H. [9 ^
o 9.2. DAMAGED COMPOSITE STRUCTURE8 y. M: s/ S' n. Y9 e0 |
o 9.3. DAMAGE CRITERIA" f$ G& s& u* Y! u& E) @
o 9.4. STRUCTURAL ALLOWABLES
- g# \8 e6 U* q# h% ` f0 ~o 9.5. LIMIT LOADS REQUIREMENTS
; z+ l" M3 F7 J; c9 n8 D# h: ?o 9.6. NEW STRUCTURAL CONCEPTS3 }# O8 v5 a! P6 x) i
* Chapter 10. The Design Process( \" g0 i5 o3 z( g! J
o 10.1. ULTIMATE STATIC STRENGTH CRITICAL STRUCTURE4 D' }* b4 N6 y! l: M2 i# J
o 10.2. DAMAGE GROWTH AND DAMAGE RESISTANCE% ]+ O' o" A; C
o 10.3. DAMAGE TOLERANCE
0 I% h6 r5 p% j2 N( \o 10.4. DISCRETE SOURCE DAMAGE
2 G) r, I' c' e! U2 D6 }, |# to 10.5. DESIGN VARIABLES
7 U2 F" q3 M; h" [o 10.6. CRITERIA DAMAGE3 ^; F+ s C+ c# m8 y* R$ h
o 10.7. CRITICAL DAMAGE TYPE% W5 s$ K# V- p3 T
* Chapter 11. Damage and Detection! L/ x! u3 i8 c2 H, j( s
o 11.1. FAILED DETECTION
3 Q/ Y7 B) C0 s) Lo 11.2. MANUFACTURING DAMAGE
7 Y7 h- t/ T2 j( f2 R2 xo 11.3. MAINTENANCE DAMAGE+ M/ V" X3 _% t% l' Q8 H% e
o 11.4. ACCIDENTAL DAMAGE" J- h$ f- C. Q3 n) n" S2 Z+ p; p. P
o 11.5. PROCESS FAILURE, DEGRADATION AND DAMAGE8 G( @' N* b5 U5 G$ ?- @
o 11.6. IN-SERVICE DEGRADATION AND DAMAGE ( AGING )
F, G+ I9 b, w7 a1 i: V: Jo 11.7. GROWTH AND DAMAGE' `% B- R7 o) t. {2 `+ ~' ~
o 11.8. ULTIMATE STRENGTH AND DAMAGE# M: p8 M$ y) d# u- w( T
o 11.9. SAFETY AND DAMAGE
9 R# U0 Z$ Q3 S4 W* Chapter 12. Design Philosophy' o! B% s1 z3 f4 {, h7 [- u# R
o 12.1. ULTIMATE STRENGTH CRITICAL DESIGNS
( o; I. M( u* \" f) go 12.2. DAMAGE AND RESIDUAL STRENGTH7 B# f0 E+ ~ f) M7 ]; M" T
o 12.3. ALLOWABLE AND DESIGN VALUES
5 u( R* e3 z' U1 l J3 C# ~o 12.4. ULTIMATE STRENGTH DESIGN VALUES
+ M; X" j+ ^. x7 A; ?! c3 Z7 [o 12.5. DESIGN PHILOSOPHY AND UNCERTAINTY! F* g0 i: M& j7 i
o 12.6. UNSAFE STATE AND DESIGN# @0 g: b( {' k
o 12.7. ULTIMATE INTEGRITY AND DESIGN$ J* m% D7 m7 n- u/ c
o 12.8. SURVIVAL PHILOSOPHY
/ |- a/ V& f! m! y. _* Chapter 13. Analysis of Design Criteria4 B$ C" e* p( i
o 13.1. VEHICLE OBJECTIVE0 ]5 n3 H1 J, U! H6 M j
o 13.2. OVERALL STRUCTURES OBJECTIVE
- P( I9 A2 F( ]o 13.3. PRINCIPAL STRUCTURAL ELEMENTS CRITERIA
; |+ b* L4 B0 e6 ?+ So 13.4. ULTIMATE REQUIREMENT
c: n1 R3 [& k; l6 S0 R* ^3 r$ ho 13.5. DAMAGE TOLERANCE REQUIREMENTS' ~$ u i) ]! ^( j9 I
o 13.6. INSPECTION CRITERIA. U% U5 U) W& ^( J' b* p6 s5 Q0 D* `
o 13.7. DAMAGE GROWTH RATES CRITERIA2 J# t: N3 h. W, D
o 13.8. THREAT AND DAMAGE CRITERIA
1 S/ a, c3 C J G" Yo 13.9. SAFETY CRITERIA BASELINE+ |3 W% Q9 f" c; t! C
o 13.10. SCALE-UP CRITERIA
5 y% [" T) y9 P5 C1 L+ c) Do 13.11. FAILURE CRITERIA" @4 S N1 B7 [8 a0 y2 N
o 13.12. MONITORING AND FEEDBACK CRITERIA
9 M* h, o5 `: _" [9 S yo 13.13. OPEN-HOLE COMPRESSION CRITERIA
1 `* ?- i% q8 J/ ^o 13.14. CRITERIA FOR SAFE DESIGN OF DAMAGED STRUCTURE
( ~; r% u; T6 s# Q+ K% z% G, _3 r* Chapter 14. Design Example8 b, p2 W9 O4 K8 f4 L% `; g
o 14.1. GEOMETRICALLY NON-LINEAR STRUCTURAL DESIGN X1 S- p* q# `, p' Z
o 14.2. FAIL-SAFETY, MATERIAL NON-LINEARITIES AND HYBRID DESIGN8 u. `8 l/ }( a) @& d- p- F
o 14.3. FAIL-SAFE CRITERIA IN DESIGN R$ b+ s: W. ~+ b0 ^2 k0 q1 E, `
o 14.4. STRUCTURAL CONCEPTS AND DESIGN SPACE8 H3 f/ g" I1 D4 v9 E5 [6 Z0 X
o 14.5. CRITICAL DAMAGE TOLERANCE DESIGN
. @' s. u2 e0 [ O- W5 ], _o 14.6. TYPES OF DATA FOR DESIGN: V' k2 |$ c5 E6 F* Q* z
* Chapter 15. Design of Composite Structure
7 I3 E- h7 q8 i- j& |* Appendix
8 Y0 z8 }* L7 |$ t" Go A. A MODEL OF ULTIMATE INTEGRITY
8 X# m5 `% `9 [- a! y7 D7 M# Yo B. A COMPARISON BETWEEN METAL AND COMPOSITE PANELS
/ l. P# v! H; \& N6 ? @* References' |3 a! m, S: u: T9 v2 q7 a
* Index
. @ r2 B% g- V* v% D+ E3 S1 g) Z6 v' ^0 }- b3 E
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发表于 2008-8-5 16:00:19
