{"id":309045,"date":"2024-10-19T21:13:05","date_gmt":"2024-10-19T21:13:05","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-cen-tr-13121-52017\/"},"modified":"2024-10-25T18:54:18","modified_gmt":"2024-10-25T18:54:18","slug":"bsi-pd-cen-tr-13121-52017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-cen-tr-13121-52017\/","title":{"rendered":"BSI PD CEN\/TR 13121-5:2017"},"content":{"rendered":"

This Technical Report gives guidance for the design of a vessel using the standard EN 13121 3 GRP tanks and vessels for use above ground. The calculation is done according to the advanced design method given in EN 13121 3:2016, 7.9.3 with approved laminates and laminate properties.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nNational foreword <\/td>\n<\/tr>\n
9<\/td>\n1 Scope
2 General
3 Dimensions of the tank <\/td>\n<\/tr>\n
11<\/td>\n4 Building materials
5 Loadings (9) <\/td>\n<\/tr>\n
13<\/td>\n6 Limit strain for laminate (8.2.2)
7 Influence factors (7.9.5.2) <\/td>\n<\/tr>\n
14<\/td>\n8 Partial safety factors (Table\u00a012)
9 Combination factors (Table\u00a011)
10 Analysis of the cylinder
10.1 Influence factor A5 <\/td>\n<\/tr>\n
15<\/td>\n10.2 Characteristic strength values
10.3 Moduli of elasticity
10.4 Analysis of the cylinder in axial direction <\/td>\n<\/tr>\n
16<\/td>\n10.4.1 Proof of strength (Ultimate limit state)
10.4.1.1 Design value of actions <\/td>\n<\/tr>\n
18<\/td>\n10.4.1.2 Design value of corresponding resistance <\/td>\n<\/tr>\n
19<\/td>\n10.4.1.3 Verification
10.4.2 Proof of strain (Serviceability limit state)
10.4.2.1 Design value of actions <\/td>\n<\/tr>\n
21<\/td>\n10.4.2.2 Limit design value of serviceability criterion
10.4.2.3 Verification
10.4.3 Stability proof (Ultimate limit state)
10.4.3.1 Design value of actions <\/td>\n<\/tr>\n
22<\/td>\n10.4.3.2 Design value of corresponding resistance <\/td>\n<\/tr>\n
23<\/td>\n10.4.3.3 Verification
10.5 Analysis of the cylinder in tangential direction
10.5.1 Strength analysis (Ultimate limit state)
10.5.1.1 Design value of actions <\/td>\n<\/tr>\n
24<\/td>\n10.5.1.2 Design value of corresponding resistance <\/td>\n<\/tr>\n
25<\/td>\n10.5.1.3 Verification
10.5.2 Proof of strain (Serviceability limit state)
10.5.2.1 Design value of actions
10.5.2.2 Limit design value of serviceability criterion
10.5.2.3 Verification
10.5.3 Stability proof for the cylindrical shell tangential (Ultimate limit state)
10.5.3.1 Design value of actions <\/td>\n<\/tr>\n
26<\/td>\n10.5.3.2 Design value of corresponding resistance
10.5.3.3 Verification
10.5.3.4 Interaction (Ultimate limit state)
10.5.4 Critical buckling pressure for rings (Ultimate limit state)
10.5.4.1 Design value of actions
10.5.4.2 Design value of corresponding resistance <\/td>\n<\/tr>\n
28<\/td>\n10.5.4.3 Verification
10.6 Earthquake design of the cylinder
10.6.1 Analysis of the cylinder in axial direction
10.6.1.1 Proof of strength (Ultimate limit state) <\/td>\n<\/tr>\n
29<\/td>\n10.6.1.2 Proof of strain (Serviceability limit state) <\/td>\n<\/tr>\n
31<\/td>\n10.6.1.3 Stability proof (Ultimate limit state)
10.6.2 Analysis of the cylinder in tangential direction
10.6.2.1 Stability proof for the cylindrical shell radia (Ultimate limit state) <\/td>\n<\/tr>\n
32<\/td>\n10.6.2.2 Interaction (Ultimate limit state)
11 Opening in the cylinder <\/td>\n<\/tr>\n
33<\/td>\n11.1 Analysis in circumferential direction
11.1.1 Proof of strength
11.1.1.1 Design value of actions
11.1.1.2 Design value of corresponding resistance
11.1.1.3 Verification
11.1.2 Proof of strain
11.1.2.1 Design value of actions
11.1.2.2 Design value of corresponding resistance
11.1.2.3 Verification <\/td>\n<\/tr>\n
34<\/td>\n11.2 Analysis in axial direction
11.2.1 Proof of strength
11.2.1.1 Design value of actions
11.2.1.2 Design value of corresponding resistance
11.2.1.3 Verification
11.2.2 Proof of strain
11.2.2.1 Design value of actions
11.2.2.2 Design value of corresponding resistance
11.2.2.3 Verification <\/td>\n<\/tr>\n
35<\/td>\n12 Analysis of the skirt
12.1 Internal forces of the skirt <\/td>\n<\/tr>\n
36<\/td>\n12.2 Proof of strength (Ultimate limit state)
12.2.1 Design value of actions
12.2.2 Design value of corresponding resistance <\/td>\n<\/tr>\n
37<\/td>\n12.2.3 Verification
12.3 Proof of strain (Serviceability limit state)
12.3.1 Design value of actions
12.3.2 Limit design value of serviceability criterion
12.3.3 Verification
12.4 Stability proof (Ultimate limit state)
12.4.1 Design value of actions <\/td>\n<\/tr>\n
38<\/td>\n12.4.2 Design value of corresponding resistance
12.4.3 Verification
12.5 Earthquake design of the skirt
12.5.1 Internal forces Earthquake <\/td>\n<\/tr>\n
39<\/td>\n12.5.2 Proof of strength (Ultimate limit state)
12.5.2.1 Design value of actions
12.5.2.2 Design value of corresponding resistance
12.5.2.3 Verification
12.5.3 Proof of strain (Serviceability limit state)
12.5.3.1 Design value of actions <\/td>\n<\/tr>\n
40<\/td>\n12.5.3.2 Limit design value of serviceability criterion
12.5.3.3 Verification
12.5.4 Stability proof (Ultimate limit state)
12.5.4.1 Design value of actions <\/td>\n<\/tr>\n
41<\/td>\n12.5.4.2 Design value of corresponding resistance
12.5.4.3 Verification
13 Overlay laminate connection skirt – vessel
13.1 Proof of strength (Ultimate limit state)
13.1.1 Design value of actions <\/td>\n<\/tr>\n
42<\/td>\n13.1.2 Design value of corresponding resistance
13.1.3 Verification
13.2 Proof of strain (Serviceability limit state)
13.2.1 Design value of actions
13.2.2 Limit design value of serviceability criterion
13.2.3 Verification <\/td>\n<\/tr>\n
43<\/td>\n13.3 Seismic design of the skirt overlay
13.3.1 Proof of strength (Ultimate limit state)
13.3.1.1 Design value of actions
13.3.1.2 Verification
13.3.2 Proof of strain (Serviceability limit state)
13.3.2.1 Design value of actions
13.3.2.2 Limit design value of serviceability criterion
13.3.2.3 Verification <\/td>\n<\/tr>\n
44<\/td>\n14 Analysis of the bottom
14.1 Influence factor A5
14.2 Characteristic strength values
14.3 Moduli of elasticity
14.4 Actions, which cause internal forces for the bottom
14.5 Strength analysis (Ultimate limit state)
14.5.1 Design value of actions <\/td>\n<\/tr>\n
45<\/td>\n14.5.1.1 Design value of corresponding resistance <\/td>\n<\/tr>\n
46<\/td>\n14.5.1.2 Verification
14.5.2 Proof of strain (Serviceability limit state)
14.5.2.1 Design value of actions <\/td>\n<\/tr>\n
47<\/td>\n14.5.2.2 Limit design value of serviceability criterion
14.5.2.3 Verification
14.5.3 Stability proof of the bottom (Ultimate limit state)
14.5.3.1 Design value of actions <\/td>\n<\/tr>\n
48<\/td>\n14.5.3.2 Design value of corresponding resistance
14.5.3.3 Verification
15 Lower part of the cylinder (Region 1)
15.1 Strength analysis (Ultimate limit state) <\/td>\n<\/tr>\n
49<\/td>\n15.1.1 Design value of corresponding resistance
15.1.2 Verification
15.2 Proof of strain (Serviceability limit state)
15.2.1 Design value of actions
15.2.2 Limit design value of serviceability criterion
15.2.3 Verification <\/td>\n<\/tr>\n
50<\/td>\n15.3 Earthquake design of region 1 (Ultimate limit state)
15.3.1 Strength analysis (Ultimate limit state)
15.3.1.1 Design value of actions
15.3.1.2 Design value of corresponding resistance
15.3.1.3 Verification
15.3.2 Proof of strain (Serviceability limit state)
15.3.2.1 Design value of actions <\/td>\n<\/tr>\n
51<\/td>\n15.3.2.2 Limit design value of serviceability criterion
15.3.2.3 Verification
16 Upper part of the skirt (Region 2)
16.1 Strength analysis (Ultimate limit state) <\/td>\n<\/tr>\n
52<\/td>\n16.1.1 Design value of corresponding resistance
16.1.2 Verification
16.2 Proof of strain (Serviceability limit state)
16.2.1 Design value of actions
16.2.2 Limit design value of serviceability criterion
16.2.3 Verification <\/td>\n<\/tr>\n
53<\/td>\n16.3 Seismic design of region 2 (Ultimate limit state)
16.3.1 Strength analysis (Ultimate limit state)
16.3.2 Design value of corresponding resistance
16.3.3 Verification
16.4 Proof of strain (Serviceability limit state)
16.4.1 Design value of actions
16.4.2 Limit design value of serviceability criterion <\/td>\n<\/tr>\n
54<\/td>\n16.4.3 Verification
17 Flange design <\/td>\n<\/tr>\n
59<\/td>\n18 Anchorage
18.1 Anchorage for wind loads (Permanent \/ Transient situation)
18.1.1 Uplifting anchor force
18.1.2 Anchor shear force
18.2 Anchorage for seismic loads (Seismic design situation)
18.2.1 Uplifting anchor force <\/td>\n<\/tr>\n
60<\/td>\n18.2.2 Anchor shear force <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

GRP tanks and vessels for use above ground – Example calculation of a GRP-vessel<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2017<\/td>\n62<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":309049,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[336,2641],"product_tag":[],"class_list":{"0":"post-309045","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-23-020-10","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/309045","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/309049"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=309045"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=309045"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=309045"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}