{"id":186,"date":"2019-09-10T13:01:23","date_gmt":"2019-09-10T13:01:23","guid":{"rendered":"http:\/\/test.laborsl.de\/?page_id=186"},"modified":"2021-03-07T18:16:52","modified_gmt":"2021-03-07T18:16:52","slug":"alte-projekte","status":"publish","type":"page","link":"https:\/\/www.laborsl.de\/?page_id=186","title":{"rendered":"Laufende Projekte"},"content":{"rendered":"<p>[et_pb_section fb_built=&#8220;1&#8243; fullwidth=&#8220;on&#8220; admin_label=&#8220;Page Header&#8220; _builder_version=&#8220;3.22&#8243; background_image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2019\/09\/business-16.jpg&#8220; parallax=&#8220;on&#8220;][et_pb_fullwidth_header title=&#8220;Laufende Forschungsprojekte&#8220; text_orientation=&#8220;center&#8220; admin_label=&#8220;Hero Section&#8220; _builder_version=&#8220;3.27.4&#8243; title_font=&#8220;Montserrat|on|||&#8220; title_font_size=&#8220;60px&#8220; title_line_height=&#8220;1.4em&#8220; content_font_size=&#8220;22px&#8220; content_line_height=&#8220;1.8em&#8220; subhead_font=&#8220;||||&#8220; background_color=&#8220;rgba(255, 255, 255, 0)&#8220; custom_button_one=&#8220;on&#8220; button_one_text_size=&#8220;16px&#8220; button_one_bg_color=&#8220;#6eba01&#8243; button_one_border_width=&#8220;2px&#8220; button_one_border_color=&#8220;#6eba01&#8243; button_one_border_radius=&#8220;0&#8243; button_one_letter_spacing=&#8220;2&#8243; button_one_font=&#8220;Montserrat|||on|&#8220; button_one_use_icon=&#8220;off&#8220; custom_button_two=&#8220;on&#8220; button_two_text_size=&#8220;16px&#8220; button_two_border_width=&#8220;2px&#8220; button_two_border_color=&#8220;#ffffff&#8220; button_two_border_radius=&#8220;0&#8243; button_two_letter_spacing=&#8220;2&#8243; button_two_font=&#8220;Montserrat|||on|&#8220; button_two_use_icon=&#8220;off&#8220; module_alignment=&#8220;left&#8220; animation_style=&#8220;fade&#8220; button_one_text_color_hover=&#8220;#6eba01&#8243; button_two_text_color_hover=&#8220;#6eba01&#8243; button_one_border_color_hover=&#8220;#ffffff&#8220; button_two_border_color_hover=&#8220;#ffffff&#8220; button_one_border_radius_hover=&#8220;0&#8243; button_two_border_radius_hover=&#8220;0&#8243; button_one_letter_spacing_hover=&#8220;2&#8243; button_two_letter_spacing_hover=&#8220;2&#8243; button_one_bg_color_hover=&#8220;#ffffff&#8220; button_two_bg_color_hover=&#8220;#ffffff&#8220; button_one_text_size__hover_enabled=&#8220;off&#8220; button_two_text_size__hover_enabled=&#8220;off&#8220; button_one_text_color__hover_enabled=&#8220;on&#8220; button_one_text_color__hover=&#8220;#6eba01&#8243; button_two_text_color__hover_enabled=&#8220;on&#8220; button_two_text_color__hover=&#8220;#6eba01&#8243; button_one_border_width__hover_enabled=&#8220;off&#8220; button_two_border_width__hover_enabled=&#8220;off&#8220; button_one_border_color__hover_enabled=&#8220;on&#8220; button_one_border_color__hover=&#8220;#ffffff&#8220; button_two_border_color__hover_enabled=&#8220;on&#8220; button_two_border_color__hover=&#8220;#ffffff&#8220; button_one_border_radius__hover_enabled=&#8220;on&#8220; button_one_border_radius__hover=&#8220;0&#8243; button_two_border_radius__hover_enabled=&#8220;on&#8220; button_two_border_radius__hover=&#8220;0&#8243; button_one_letter_spacing__hover_enabled=&#8220;on&#8220; button_one_letter_spacing__hover=&#8220;2&#8243; button_two_letter_spacing__hover_enabled=&#8220;on&#8220; button_two_letter_spacing__hover=&#8220;2&#8243; button_one_bg_color__hover_enabled=&#8220;on&#8220; button_one_bg_color__hover=&#8220;#ffffff&#8220; button_two_bg_color__hover_enabled=&#8220;on&#8220; button_two_bg_color__hover=&#8220;#ffffff&#8220;][\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=&#8220;1&#8243; admin_label=&#8220;Projects&#8220; _builder_version=&#8220;3.22&#8243; custom_padding=&#8220;90px||90px|&#8220;][et_pb_row column_structure=&#8220;1_2,1_2&#8243; _builder_version=&#8220;3.25&#8243; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; custom_padding=&#8220;45px|||&#8220; locked=&#8220;off&#8220;][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;Lebensdauer Hohlprofilkonstruktionen&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/LSL_Hohlprofilkonstruktionen_Projektbild_ContentBreit.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.6&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_intensity_fold=&#8220;10%&#8220;]<\/p>\n<p>Ber\u00fccksichtigung von Reihenfolgeneffekten bei der Lebensdauerabsch\u00e4tzung von Hohlprofilkonstruktionen<\/p>\n<p>FOSTA-AIF-Projekt P1195\u00a0 IFG-Nr.19410N<br \/> Gemeinsam mit Prof. Rother<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;ECO-Weld Safe&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_forschung_02_ecoweldsafe.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.2&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_delay=&#8220;100ms&#8220; animation_intensity_fold=&#8220;10%&#8220; locked=&#8220;off&#8220;]<\/p>\n<p>Erforderliche Schwei\u00dfnahtqualit\u00e4t zur Einhaltung des Sicherheitsstandards bei wechselbeanspruchten Stahlbaukonstruktionen<\/p>\n<p>FOSTA-AIF-Projekt P1255<br \/> Gemeinsam mit Prof. Rother<\/p>\n<p>&nbsp;<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8220;1_2,1_2&#8243; _builder_version=&#8220;3.25&#8243; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; custom_padding=&#8220;45px|||&#8220; locked=&#8220;off&#8220;][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;Stress-Patches&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/LSL_Grafik_Stress_Patches.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.6&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_intensity_fold=&#8220;10%&#8220;]<\/p>\n<p>Klebtechnische Ert\u00fcchtigung von Erm\u00fcdungssch\u00e4den \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 f\u00fcr Konstruktionen des Stahlbaues<\/p>\n<p>FOSTA-AIF-Projekt P1296, IGF-Nr. 19963 N<br \/> Gemeinsam mit RWTH Aachen &amp; TU Braunschweig<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;HFH-Betriebsfestigkeit&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/LSL_Projektbild_HFH-Betriebsfestigkeit.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.6&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_delay=&#8220;100ms&#8220; animation_intensity_fold=&#8220;10%&#8220; locked=&#8220;off&#8220;]<\/p>\n<p>Beanspruchungsreihenfolgeneinfluss auf die bearbeitungsbedingte Verfestigungen, Eigenspannungen und die Betriebsfestigkeit nachbehandelten Kerbf\u00e4lle<\/p>\n<p>DVS-AIF-Projekt-Nr. 09.081<br \/> Gemeinsam mit UNI Braunschweig<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8220;1_2,1_2&#8243; _builder_version=&#8220;3.25&#8243; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; custom_padding=&#8220;45px|||&#8220; locked=&#8220;off&#8220;][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;Aufgeschwei\u00dfte Lamelle&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/LSL_Aufgeschwei\u00dfte-Lamelle-01-_Abbildung_2_Lamellenform.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.6&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_intensity_fold=&#8220;10%&#8220;]<\/p>\n<p>Formoptimierung von aufgeschwei\u00dften Lamellen unter Erm\u00fcdungsbeanspruchung.<\/p>\n<p>FOSTA-AIF-Projekt P1413<br \/> Gemeinsam mit der TUM<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;Formoptimierte Knotenbleche&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/LSL_Analyse_Spannungsverteilung_KnoBle_Abbildung_2.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.6&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_delay=&#8220;100ms&#8220; animation_intensity_fold=&#8220;10%&#8220; locked=&#8220;off&#8220;]<\/p>\n<p>Erh\u00f6hung der Erm\u00fcdungsfestigkeit von Hohlprofilanschl\u00fcssen aus hochfesten St\u00e4hlen durch formoptimierte Knotenbleche<\/p>\n<p>FOSTA-AIF-Projekt P1442<br \/> Gemeinsam mit der Fa. Koroh<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=&#8220;1_2,1_2&#8243; _builder_version=&#8220;3.25&#8243; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; custom_padding=&#8220;45px|||&#8220; locked=&#8220;off&#8220;][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;HFH-Korrosion&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_forschung_02.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.2&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_intensity_fold=&#8220;10%&#8220;]<\/p>\n<p>Erh\u00f6hung der Emr\u00fcdungsfestigkeit von Offshore-Windenergieanlagen durch Schwei\u00dfnahtnachbehandlung unter Ber\u00fccksichtigung des Korrosionseinflusses.<\/p>\n<p>AIF-IGF-Projekt, 2014<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][et_pb_column type=&#8220;1_2&#8243; _builder_version=&#8220;3.25&#8243; custom_padding=&#8220;|||&#8220; custom_padding__hover=&#8220;|||&#8220;][et_pb_blurb title=&#8220;Fasalt&#8220; url=&#8220;#&#8220; image=&#8220;http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_forschung_03.jpg&#8220; admin_label=&#8220;Project&#8220; _builder_version=&#8220;4.4.2&#8243; header_font=&#8220;Montserrat||||&#8220; header_font_size=&#8220;24px&#8220; header_line_height=&#8220;1.3em&#8220; body_font_size=&#8220;16px&#8220; body_line_height=&#8220;1.8em&#8220; background_size=&#8220;initial&#8220; background_position=&#8220;top_left&#8220; background_repeat=&#8220;repeat&#8220; animation_style=&#8220;fold&#8220; animation_direction=&#8220;bottom&#8220; animation_delay=&#8220;100ms&#8220; animation_intensity_fold=&#8220;10%&#8220; locked=&#8220;off&#8220;]<\/p>\n<p>Instandsetzung vorgeh\u00e4ngter Sichtbetonfassaden durch d\u00fcnnwandige Fassadenerg\u00e4nzungen aus basaltbew\u00e4hrtem Beton<\/p>\n<p>BMBF, VDI, FHProfUnt<br \/> Gemeinsam mit Prof. Dauberschmidt<\/p>\n<p>[\/et_pb_blurb][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Ber\u00fccksichtigung von Reihenfolgeneffekten bei der Lebensdauerabsch\u00e4tzung von Hohlprofilkonstruktionen FOSTA-AIF-Projekt P1195\u00a0 IFG-Nr.19410N Gemeinsam mit Prof. RotherErforderliche Schwei\u00dfnahtqualit\u00e4t zur Einhaltung des Sicherheitsstandards bei wechselbeanspruchten Stahlbaukonstruktionen FOSTA-AIF-Projekt P1255 Gemeinsam mit Prof. Rother &nbsp;Klebtechnische Ert\u00fcchtigung von Erm\u00fcdungssch\u00e4den \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 f\u00fcr Konstruktionen des Stahlbaues FOSTA-AIF-Projekt P1296, IGF-Nr. 19963 N Gemeinsam mit [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":57,"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-186","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/186","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=186"}],"version-history":[{"count":24,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/186\/revisions"}],"predecessor-version":[{"id":896,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/186\/revisions\/896"}],"up":[{"embeddable":true,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/57"}],"wp:attachment":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=186"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}