{"id":7572,"date":"2020-07-09T02:55:40","date_gmt":"2020-07-09T02:55:40","guid":{"rendered":"https:\/\/fec.utm.my\/?page_id=7572"},"modified":"2023-05-07T08:02:20","modified_gmt":"2023-05-07T08:02:20","slug":"research-highlight-shear-strengthening-of-solid-timber-beams-using-frp","status":"publish","type":"page","link":"https:\/\/research.utm.my\/fec\/research-highlights\/research-highlight-shear-strengthening-of-solid-timber-beams-using-frp\/","title":{"rendered":"Research Highlight: Shear Strengthening of Solid Timber Beams using FRP"},"content":{"rendered":"

[et_pb_section fb_built=”1″ admin_label=”Hero” _builder_version=”4.21.0″ custom_margin=”||0px||false|false” custom_padding=”0px||0px||true|false” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″][et_pb_row _builder_version=”4.16″ global_colors_info=”{}”][et_pb_column type=”4_4″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.21.0″ text_font=”||||||||” header_font=”Rubik|700|||||||” header_font_size=”64px” header_line_height=”1.1em” background_layout=”dark” custom_margin=”||0px|” custom_padding=”|||16px” hover_enabled=”0″ text_font_size_tablet=”14px” text_font_size_last_edited=”off|desktop” header_font_size_tablet=”44px” header_font_size_phone=”32px” header_font_size_last_edited=”on|phone” border_color_all=”#ffb400″ global_colors_info=”{}” sticky_enabled=”0″]<\/p>\n

Shear Strengthening of Solid Timber Beams using FRP<\/strong><\/span><\/h1>\n

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Researcher : Assoc. Prof. Dr. Yusof Ahmad (a-yusof@utm.my)<\/span><\/p>\n

<\/h4>\n

[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ admin_label=”Project Details” _builder_version=”4.21.0″ custom_padding=”0px||0px||true|false” hover_enabled=”0″ global_colors_info=”{}” sticky_enabled=”0″][et_pb_row column_structure=”1_2,1_2″ _builder_version=”4.16″ global_colors_info=”{}”][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_text _builder_version=”4.16″ text_font=”||||||||” link_font=”||||||||” ul_font=”||||||||” ol_font=”||||||||” quote_font=”||||||||” header_font=”||||||||” header_2_font=”Rubik|700|||||||” header_2_font_size=”42px” header_2_line_height=”1.2em” module_alignment=”center” custom_margin=”|||” custom_padding=”|||” header_2_font_size_tablet=”” header_2_font_size_phone=”36px” header_2_font_size_last_edited=”on|phone” locked=”off” global_colors_info=”{}”]<\/p>\n

About this Research<\/h2>\n

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  • The modification factors for shear capacity when the timber beam is strengthened using GFRP and CFRP were proposed<\/li>\n
  • The design parameter for strengthening of composite material to timber beam (type of FRP, number of FRP strips, the orientation angle of FRP and FRP wrapping scheme) was successfully determined.<\/li>\n
  • Strengthening of timber beams to the shear zone of beam have \u00a0changed the mode of failure from shear failure to combination of compression and tensile fracture with no shear failure at shear zone.<\/li>\n<\/ul>\n
      <\/ul>\n

      [\/et_pb_text][\/et_pb_column][et_pb_column type=”1_2″ _builder_version=”4.16″ custom_padding=”|||” global_colors_info=”{}” custom_padding__hover=”|||”][et_pb_image src=”https:\/\/research.utm.my\/wp-content\/uploads\/sites\/64\/2019\/07\/FRP-1.jpg” title_text=”FRP 1″ force_fullwidth=”on” align_tablet=”center” align_phone=”” align_last_edited=”on|desktop” _builder_version=”4.16″ locked=”off” global_colors_info=”{}”][\/et_pb_image][et_pb_image src=”https:\/\/research.utm.my\/wp-content\/uploads\/sites\/64\/2019\/07\/FRP-2.jpg” title_text=”FRP 2″ _builder_version=”4.16″ custom_margin=”-41px||4px||false|false” global_colors_info=”{}”][\/et_pb_image][et_pb_image src=”https:\/\/research.utm.my\/wp-content\/uploads\/sites\/64\/2019\/07\/FRP-3.jpg” title_text=”FRP 3″ _builder_version=”4.16″ global_colors_info=”{}”][\/et_pb_image][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"

      Shear Strengthening of Solid Timber Beams using FRPResearcher : Assoc. Prof. Dr. Yusof Ahmad (a-yusof@utm.my) About this Research The modification factors for shear capacity when the timber beam is strengthened using GFRP and CFRP were proposed The design parameter for strengthening of composite material to timber beam (type of FRP, number of FRP strips, the […]<\/p>\n","protected":false},"author":11312,"featured_media":0,"parent":6358,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-7572","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/7572","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/users\/11312"}],"replies":[{"embeddable":true,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/comments?post=7572"}],"version-history":[{"count":4,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/7572\/revisions"}],"predecessor-version":[{"id":11364,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/7572\/revisions\/11364"}],"up":[{"embeddable":true,"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/pages\/6358"}],"wp:attachment":[{"href":"https:\/\/research.utm.my\/fec\/wp-json\/wp\/v2\/media?parent=7572"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}