{"id":218672,"date":"2024-10-19T14:11:13","date_gmt":"2024-10-19T14:11:13","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-cen-tr-166392014\/"},"modified":"2024-10-25T07:26:37","modified_gmt":"2024-10-25T07:26:37","slug":"bsi-pd-cen-tr-166392014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-cen-tr-166392014\/","title":{"rendered":"BSI PD CEN\/TR 16639:2014"},"content":{"rendered":"

This Technical Report provides more detailed information on the k<\/i>-value concept principles of the equivalent concrete performance concept (ECPC) and the equivalent performance of combinations concept (EPCC) in accordance to EN 206:2013, 5.2.5.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nContents Page <\/td>\n<\/tr>\n
5<\/td>\nForeword <\/td>\n<\/tr>\n
6<\/td>\n0 Introduction
0.1 General
0.2 Task Group 5
0.3 k-value concept
0.4 ECPC and EPCC <\/td>\n<\/tr>\n
7<\/td>\n1 Scope <\/td>\n<\/tr>\n
8<\/td>\n2 k-value concept
2.1 k-values in EN 206:2013
2.2 Use of k-values in the member states <\/td>\n<\/tr>\n
9<\/td>\n2.3 Procedure for using the k-value concept
2.3.1 Principle of the k-value concept <\/td>\n<\/tr>\n
10<\/td>\n2.3.2 Method of calculation <\/td>\n<\/tr>\n
11<\/td>\nFigure 1 \u2014 Principle of k-value determination (shown for w \/ (c + a)) <\/td>\n<\/tr>\n
12<\/td>\n2.3.3 Example for determination of k
Figure 2 \u2014 Example for strength vs. water \/ (cement + fly ash) relationship <\/td>\n<\/tr>\n
13<\/td>\nFigure 3 \u2014 k-value plotted as function of water\/cement ratio \u03c9o of reference concrete <\/td>\n<\/tr>\n
14<\/td>\n2.3.4 Further recommendations for the application of the k-value
2.3.5 Example for establishing a general concept using the k-value concept <\/td>\n<\/tr>\n
15<\/td>\nFigure 4 \u2014 Determination of a prescriptive k-value from concrete test results [12] <\/td>\n<\/tr>\n
16<\/td>\n2.4 Application of k-value concept by the users
2.4.1 General
2.4.2 Example for concrete mix design applying the k-value concept <\/td>\n<\/tr>\n
17<\/td>\n3 Equivalent concrete performance concept (ECPC)
3.1 General
3.2 Dutch Method
3.2.1 Definitions <\/td>\n<\/tr>\n
19<\/td>\n3.2.2 Procedure and criteria for assessment of durability aspects <\/td>\n<\/tr>\n
20<\/td>\nTable 1 \u2014 Reference cement types in relation to the exposure class <\/td>\n<\/tr>\n
21<\/td>\nTable 2 \u2014 Durability aspects in relation to the exposure class
Figure 7 \u2014 RCM – value after 1 year versus water\/cement ratio for Portland cement (PC), slag cement (HOC) and a combination of Portland cement and fly-ash (PC+pvla) <\/td>\n<\/tr>\n
23<\/td>\nFigure 8 \u2014 Difference versus probability of acceptance <\/td>\n<\/tr>\n
24<\/td>\nTable 3 \u2014 Limit values d (at the population level)
Table 4 \u2014 Limit values Tj
3.2.3 Test methods <\/td>\n<\/tr>\n
25<\/td>\nTable 5 \u2014 Test methods for the different durability aspects
Table 6 \u2014 Fixed limit values for cube strength
3.2.4 Quality assurance <\/td>\n<\/tr>\n
26<\/td>\n3.3 Recommendations for the application of ECPC <\/td>\n<\/tr>\n
27<\/td>\n3.4 Additional information to the use of the Dutch method
Table 7 \u2014 Requirements for concrete composition NEN 8005 <\/td>\n<\/tr>\n
28<\/td>\nTable 8 \u2014 Flow chart calculation assessment paramenter [13]
4 Equivalent performance of combinations concept
4.1 General <\/td>\n<\/tr>\n
29<\/td>\n4.2 UK method <\/td>\n<\/tr>\n
30<\/td>\n4.3 Irish method <\/td>\n<\/tr>\n
31<\/td>\n4.4 Portuguese method <\/td>\n<\/tr>\n
32<\/td>\n4.5 Recommendation for application of EPCC
4.6 Additional information the UK method
4.6.1 Annexes from BS 8500-2 relating to conformity control of combinations <\/td>\n<\/tr>\n
33<\/td>\nTable A.1 \u2014 Requirements for the compressive strength of combinations <\/td>\n<\/tr>\n
35<\/td>\nTable C.1 \u2014 Mass fraction of addition a in combinations for strength testing <\/td>\n<\/tr>\n
37<\/td>\nFigure C.1 \u2014 Determination of conformity limits for combinations
4.6.2 How this works when specifying concrete to BS 8500 <\/td>\n<\/tr>\n
39<\/td>\nTable A.3 \u2014 Cements and combinations from BS 8500\u20131 <\/td>\n<\/tr>\n
40<\/td>\nTable A.4 \u2014 The XC requirements in BS 8500\u20131 <\/td>\n<\/tr>\n
41<\/td>\n4.7 Additional information to the Irish method <\/td>\n<\/tr>\n
42<\/td>\nTable A.6 (NE.1) \u2014 Requirements for the compressive strength of combinations <\/td>\n<\/tr>\n
43<\/td>\n4.8 Additional information to the Portuguese method
Table A.7 \u2014 Limits for the composition and the compressive strength class of the concrete under the action of chlorides, for a design working life of 50 years <\/td>\n<\/tr>\n
49<\/td>\nAnnex A (informative) Replies to the k -value questionnaire of CEN\/TC 104\/SC 1\/TG 5
A.1 General questionnaire <\/td>\n<\/tr>\n
59<\/td>\nA.2 Addition to answer of Finland <\/td>\n<\/tr>\n
61<\/td>\nTableau NA.F.1 \u2014 Valeurs limites applicables en France pour la composition et les propri\u00e9t\u00e9s du b\u00e9ton en fonction de la classe d’exposition <\/td>\n<\/tr>\n
62<\/td>\nBibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Use of k-value concept, equivalent concrete performance concept and equivalent performance of combinations concept<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2014<\/td>\n66<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":218676,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1258,2641],"product_tag":[],"class_list":{"0":"post-218672","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-91-100-30","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\/218672","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\/218676"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=218672"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=218672"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=218672"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}