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AS 4132.3-1993

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

Boat and ship design and construction Fibre-reinforced plastics construction

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Withdrawn date

06-06-2019

Published date

17-05-1993

€75.89
Excluding VAT

1 - AS 4132.3:1993 BOAT AND SHIP DESIGN AND CONSTRUCTION - FIBRE-REINFORCED PLASTICS CONSTRUCTION
4 - PREFACE
5 - CONTENTS
7 - SECTION 1 - SCOPE AND GENERAL
7 - 1.1 SCOPE
7 - 1.2 APPLICATION
7 - 1.3 REFERENCED DOCUMENTS
7 - 1.4 DEFINITIONS
7 - 1.4.1 Basic laminate-
8 - 1.4.2 Chopped- strand mat-
8 - 1.4.3 Curing-
8 - 1.4.4 Curing time-
8 - 1.4.5 Gelcoat-
8 - 1.4.6 Fibre-reinforced plastics (FRP)-
8 - 1.4.7 Isotropic-
8 - 1.4.8 Orthotropic-
8 - 1.4.9 Resin-
8 - 1.4.10 Sandwich construction-
8 - 1.4.11 Secondary bond-
8 - 1.4.12 Spray moulding-
8 - 1. 4.13 Woven roving-
8 - 1.4.14 Shall-
8 - 1.4.15 Should-
8 - 1.4.16 May-
9 - SECTION 2 - MATERIALS
9 - 2.1 GENERAL
9 - 2.2 MANUFACTURER’S RECOMMENDATIONS
9 - 2.3 PROPOSED LAMINATE
9 - 2.4 BASIC LAMINATE MATERIALS
9 - 2.4.1 Gelcoat
9 - 2.4.2 Resin
9 - 2.4.3 Reinforcement
9 - 2.5 OTHER ISOTROPIC MATERIALS
9 - 2.5.1 General
10 - 2.5.2 Structural core materials
10 - 2. 5.3 Adhesives
10 - 2.6 DETERMINATION OF LAMINATE PROPERTIES
10 - 2.6.1 Basic laminate and combinations of basic laminate and woven roving
10 - 2.6.2 Laminates using isotropic reinforcement
10 - 2.6.3 Laminates incorporating orthotropic reinforcement
10 - 2.7 ORTHOTROPIC REINFORCEMENTLAMINATES
13 - SECTION 3 - DESIGN
13 - 3.1 PRINCIPLES
13 - 3.1.1 Loadings
13 - 3.1.2 Equations
13 - 3. 1.3 Safety factor
13 - 3.2 SHELL SCANTLINGS
13 - 3.2.1 General
13 - 3.2.2 Curvature correction
14 - 3.3 SINGLE SKIN CONSTRUCTION
14 - 3.3.1 Flexural strength
14 - 3. 3.2 Deflection limits
15 - TABLE 3.1
15 - PANEL ASPECT RATIO COEFFICIENTS
15 - 3.3.3 Adequate skin thickness
15 - 3.4 SANDWICH CONSTRUCTION
15 - 3.4.1 General
17 - 3.4.2 Flexural strength
17 - 3.4.3 Deflection limitation
17 - 3.4.4 Skin thickness
18 - 3.4.5 Shear adequacy
19 - 3.4.6 Skin buckling
19 - 3.4.7 Areas of high local loading
19 - 3.5 ADDITIONAL REINFORCEMENT
19 - 3.6 TRANSOM
19 - 3.6.1 Transom not carrying engine or stern drive leg
19 - 3.6.2 Transoms for outboard engines and stern drive units
20 - TABLE 3.2
20 - TRANSOMCORE THICKNESS
20 - 3.6.3 Transom boundary
20 - 3.7 STRUCTURAL MEMBERS AND FRAMING
20 - 3.7.1 General
20 - 3.7.2 Flexural strength
21 - 3.7.3 Shear strength
21 - 3.7.4 Connection to the hull and other members
21 - 3.7.5 Engine bearers
21 - 3.7.6 Floors
22 - 3.8 BULKHEADS
22 - 3.8.1 FRP bulkheads
22 - 3.8.2 Plywood bulkheads
22 - TABLE 3.3
22 - MASS OF CHOPPED STRAND MAT OR CHOPPED ROVINGS
22 - MATTED ANGLES FOR PLYWOOD BULKHEADS
22 - 3.9 PILLARS
23 - 3. 10 DECKS AND DECKHOUSES
23 - 3.11 TANKS
23 - 3.12 STRUCTURES CONNECTING HULLS OF CATAMARANS
24 - SECTION 4 - PRODUCTION FACILITIES
24 - 4.1 STORAGE OF MATERIALS
24 - 4.2 ENVIRONMENT FOR LAMINATING
25 - SECTION 5 - CONSTRUCTION
25 - 5.1 PREPARATION
25 - 5.2 LAMINATING
25 - 5.2.1 Gelcoat
25 - 5.2.2 Hard spots
25 - 5.2.3 Tapering of laminates
25 - 5.2.4 Completed moulding
25 - 5.3 DETAIL
25 - 5.3.1 Gelcoat
25 - 5.3.2 Lay- up guide
26 - 5.3.3 Sandwich construction
26 - 5.3.4 Secondary bonding
26 - 5.3.5 Internals
26 - 5.4 THICKNESS CONTROL
26 - 5.5 CONFIRMATIONOF REINFORCEMENT
27 - 5.6 FASTENINGS
28 - SECTION 6 - DETERMINATION OF PROPERTIES OF LAMINATES
28 - 6.1 FLEXURAL PROPERTIES
28 - 6.2 MASS OF REINFORCEMENT
28 - 6.3 IMPACT RESISTANCE
28 - 6.4 TEST PIECES
28 - SECTION 7 - MARKING
28 - 7.1 MARKING
29 - APPENDIX A - GUIDANCE ON THE AVOIDANCE OF OSMOSIS
30 - APPENDIX B - EXAMPLES AND GUIDANCE ON STRUCTURAL DETAILS
38 - APPENDIX C - IMPACT TEST PROCEDURE
38 - C1 SCOPE
38 - C2 PRINCIPLE
38 - C3 APPARATUS
38 - C4 PREPARATION OF TEST PANELS
38 - C5 TEST TEMPERATURE
41 - C6 PROCEDURE
41 - C7 INTERPRETATION OF RESULTS AND REPORT
41 - C7.2 Report
41 - C7.1 Interpretation of results

Specifies the structural requirements for fibre-reinforced plastics vessels not exceeding 35 m in length. The requirements for multi-hull vessels are included but the requirements for novel types of vessels such as hovercraft, hydrofoils and small-waterplane-area twin-hull (SWATH) vessels are excluded. Guidance in the avoidance of osmosis in fibre-reinforced plastics vessels is given in an appendix.

Committee
ME-059
DocumentType
Standard
ISBN
0 7262 8138 7
Pages
36
ProductNote
Withdrawn 06-06-2019.
PublisherName
Standards Australia
Status
Withdrawn
Supersedes

This Standard specifies the structural requirements for fibre-reinforced plastics (FRP) vessels not exceeding 35 m in length. It includes multi-hull vessels but excludes novel types of vessels such as hovercraft, hydrofoils and small-waterplane-area twin hull (SWATH) vessels.

First published as AS 4132.3-1993.

AS 1720.1-1988 Timber structures (known as the SAA Timber Structures Code) Design methods
AS 2634-1983 Chemical plant equipment made from glass-fibre reinforced plastics (GRP) based on thermosetting resins
AS/NZS 2272:2006 Plywood - Marine (Reconfirmed 2016)
AS 4132.1-1993 Boat and ship design and construction - Design loadings
AS 2272-1979 Marine plywood
AS 1720.1-1997 Timber structures Design methods

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