{"id":17731,"date":"2026-10-07T10:29:39","date_gmt":"2026-10-07T10:29:39","guid":{"rendered":"https:\/\/amade.udg.edu\/?page_id=17731"},"modified":"2026-10-08T00:00:13","modified_gmt":"2026-10-08T00:00:13","slug":"structures-lab","status":"publish","type":"page","link":"https:\/\/amade.udg.edu\/index.php\/structures-lab\/","title":{"rendered":"STRUCTURES LAB"},"content":{"rendered":"

[vc_row css_animation=”” row_type=”row” use_row_as_full_screen_section=”no” type=”full_width” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern”][vc_column width=”1\/5″ el_class=”img-centrada”]

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ACCREDITED TEST<\/a><\/h3>\n

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MECHANICAL CHARACTERISATION<\/a><\/h3>\n

[\/vc_column_text][\/vc_column][vc_column width=”1\/5″ el_class=”img-centrada”]

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INSPECTION LAB<\/a><\/h3>\n

[\/vc_column_text][\/vc_column][vc_column width=”1\/5″ el_class=”img-centrada”]

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THERMOMECHANICAL LAB<\/a><\/h3>\n

[\/vc_column_text][\/vc_column][vc_column width=”1\/5″ el_class=”img-centrada”][vc_single_image image=”17743″ alignment=”center” onclick=”custom_link” qode_css_animation=”” link=”\/index.php\/structures-lab\/”][vc_empty_space][vc_column_text]<\/p>\n

STRUCTURES LAB<\/a><\/h3>\n

[\/vc_column_text][\/vc_column][\/vc_row][vc_row css_animation=”” row_type=”row” use_row_as_full_screen_section=”no” type=”full_width” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern” z_index=”” padding_top=”40″ padding_bottom=”40″][vc_column][vc_accordion style=”accordion”][vc_accordion_tab title=”TESTING CAPABILITIES” title_tag=”h3″ el_id=”1″][vc_row_inner row_type=”row” type=”full_width” text_align=”left” css_animation=””][vc_column_inner][vc_column_text]The structures laboratory is equipped to perform a wide variety of tests on bars, beams and pull-out specimens, under static, fatigue and long-term loading, in different environmental conditions.[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][vc_row_inner row_type=”row” type=”full_width” text_align=”left” css_animation=””][vc_column_inner width=”1\/4″][\/vc_column_inner][vc_column_inner el_class=”img-centrada” width=”1\/4″ css=”.vc_custom_1632262921510{margin-top: 50px !important;margin-bottom: 50px !important;}”][vc_column_text]<\/p>\n

LOAD RANGE<\/h5>\n

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up to 400 kN<\/p>\n

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TEST TEMPERATURE<\/h5>\n

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up to 200 \u00baC<\/p>\n

[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/4″][\/vc_column_inner][\/vc_row_inner][\/vc_accordion_tab][vc_accordion_tab title=”EXPERIMENTAL TESTING SERVICES”][vc_row_inner row_type=”row” type=”full_width” text_align=”left” css_animation=”” el_class=”title-charact”][vc_column_inner width=”1\/3″ css=”.vc_custom_1639485299525{margin-top: 20px !important;margin-bottom: 20px !important;}”][vc_single_image image=”17740″ alignment=”center” qode_css_animation=””][vc_column_text el_class=”title-charact”]<\/p>\n

TENSILE TESTS<\/h6>\n

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Tensile characterisation of FRP bars, laminates and sheets<\/p>\n

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Tensile strength | Young\u2019s modulus | Ultimate strain | Stress\u2013strain response<\/p>\n

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BOND TESTS<\/h6>\n

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Bond behaviour of FRP systems in concrete<\/p>\n

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NSM | EBR | EBROG | EBRIG | Mechanical anchorages | Hybrid bonded<\/p>\n

[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/3″ css=”.vc_custom_1639485299525{margin-top: 20px !important;margin-bottom: 20px !important;}”][vc_single_image image=”17737″ alignment=”center” qode_css_animation=””][vc_column_text el_class=”title-charact”]<\/p>\n

FLEXURAL TESTS<\/h6>\n

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Flexural behaviour of concrete beams strengthened with FRP systems<\/p>\n

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NSM | EBR | EBROG | EBRIG | Mechanical anchorages | Hybrid bonded<\/p>\n

[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][vc_row_inner row_type=”row” type=”full_width” text_align=”left” css_animation=”” el_class=”title-charact”][vc_column_inner width=”1\/3″ css=”.vc_custom_1639485299525{margin-top: 20px !important;margin-bottom: 20px !important;}”][vc_single_image image=”17736″ alignment=”center” qode_css_animation=””][vc_column_text el_class=”title-charact”]<\/p>\n

FATIGUE TESTS<\/h6>\n

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Fatigue behaviour of FRP reinforced concrete elements<\/p>\n

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Bond | Flexural behaviour<\/p>\n

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LONG-TERM TESTS<\/h6>\n

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Long-term behaviour of FRP reinforced concrete elements<\/p>\n

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Bond | Flexural behaviour<\/p>\n

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TEMPERATURE EFFECTS<\/h6>\n

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Influence of temperature on FRP systems on concrete elements<\/p>\n

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Bond | Flexural behaviour<\/p>\n

[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][vc_row_inner row_type=”row” type=”full_width” text_align=”left” css_animation=”” el_class=”title-charact”][vc_column_inner width=”1\/3″ css=”.vc_custom_1639485299525{margin-top: 20px !important;margin-bottom: 20px !important;}”][vc_single_image image=”17748″ alignment=”center” qode_css_animation=””][vc_column_text el_class=”title-charact”]<\/p>\n

CREEP TESTS<\/h6>\n

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Creep behaviour of FRP materials<\/p>\n

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Time-dependent strain under sustained load<\/p>\n

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DIGITAL IMAGE CORRELATION (DIC)<\/h6>\n

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Full-field displacement and strain measurements<\/p>\n

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Material characterisation | Structural testing<\/p>\n

[\/vc_column_text][\/vc_column_inner][vc_column_inner width=”1\/3″ css=”.vc_custom_1639485299525{margin-top: 20px !important;margin-bottom: 20px !important;}”][vc_single_image image=”17733″ alignment=”center” qode_css_animation=””][vc_column_text el_class=”title-charact”]<\/p>\n

CONCRETE CHARACTERISATION<\/h6>\n

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Determination of the mechanical properties of concrete<\/p>\n

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Compressive strength | Young\u2019s modulus | Tensile strength<\/p>\n

[\/vc_column_text][\/vc_column_inner][\/vc_row_inner][\/vc_accordion_tab][vc_accordion_tab title=”LAB EQUIPMENT”][vc_row_inner row_type=”row” type=”full_width” text_align=”left” css_animation=””][vc_column_inner][vc_column_text]<\/p>\n

    \n
  • REINFORCED CONCRETE STRONG FLOOR<\/strong> of 28 m\u00b2, with connectors every 50 cm.<\/li>\n
  • CLIMATE CHAMBER<\/strong> with a capacity of 17 m\u00b3 and working temperature from -10 \u00baC to 50 \u00baC.<\/li>\n
  • DIGITAL IMAGE CORRELATION (DIC)<\/strong> system, contactless strain and displacement measurement.<\/li>\n
  • HYDRAULIC POWER UNIT<\/strong> with a flow rate of 60 l\/min and frequency up to 50 Hz.<\/li>\n
  • UNIVERSAL SERVOHYDRAULIC ACTUATOR<\/strong> for static loading, with a capacity of 300 kN and a piston stroke of 200 mm.<\/li>\n
  • UNIVERSAL SERVOHYDRAULIC ACTUATOR<\/strong> for fatigue and static loading, with a capacity of 100 kN and a piston stroke of 200 mm.<\/li>\n
  • UNIVERSAL HYDRAULIC TESTING MACHINE<\/strong> with a capacity of 400 kN and 900 mm between grips.<\/li>\n
  • UNIVERSAL ELECTROMECHANICAL TESTING MACHINE<\/strong> with a capacity of 400 kN and 1000 mm between grips, with a mountable oven for testing at high temperature (up to 200 \u00baC).<\/li>\n
  • COMPRESSION HYDRAULIC TESTING MACHINE<\/strong> with a capacity of 2000 kN and 300 mm between grips.<\/li>\n
  • CREEP FRAMES FOR LARGE SPECIMENS<\/strong> (up to 1500 mm): 4 frames, two of 67 kN, one of 92 kN and one of 100 kN capacity.<\/li>\n
  • CREEP FRAMES FOR SMALL SPECIMENS<\/strong> (up to 800 mm).<\/li>\n
  • MEASUREMENT EQUIPMENT:<\/strong> wide range of LVDTs, transducers, inclinometers, strain gauges, etc.<\/li>\n<\/ul>\n

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    [vc_row css_animation=”” row_type=”row” use_row_as_full_screen_section=”no” type=”full_width” angled_section=”no” text_align=”left” background_image_as_pattern=”without_pattern”][vc_column width=”1\/5″ el_class=”img-centrada”][vc_empty_space][vc_column_text] ACCREDITED TEST [\/vc_column_text][\/vc_column][vc_column width=”1\/5″ el_class=”img-centrada”][vc_empty_space][vc_column_text] MECHANICAL CHARACTERISATION [\/vc_column_text][\/vc_column][vc_column width=”1\/5″ el_class=”img-centrada”][vc_empty_space][vc_column_text] INSPECTION LAB [\/vc_column_text][\/vc_column][vc_column width=”1\/5″ el_class=”img-centrada”][vc_empty_space][vc_column_text] THERMOMECHANICAL LAB [\/vc_column_text][\/vc_column][vc_column width=”1\/5″ el_class=”img-centrada”][vc_single_image image=”17743″ alignment=”center” onclick=”custom_link” qode_css_animation=”” link=”\/index.php\/structures-lab\/”][vc_empty_space][vc_column_text] STRUCTURES LAB [\/vc_column_text][\/vc_column][\/vc_row][vc_row css_animation=”” row_type=”row”…<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-17731","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/pages\/17731","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/comments?post=17731"}],"version-history":[{"count":6,"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/pages\/17731\/revisions"}],"predecessor-version":[{"id":17819,"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/pages\/17731\/revisions\/17819"}],"wp:attachment":[{"href":"https:\/\/amade.udg.edu\/index.php\/wp-json\/wp\/v2\/media?parent=17731"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}